{"meta":{"query_hash":"eba54b46b95d","filters":{"venue":"Engineering Structures"},"cohort_total":560,"direct_labels_cover":1,"predictions_cover":560,"exported":560,"export_cap":100000,"truncated":false,"label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12"},"permalink":"https://metacan.xera.ac/q/eba54b46b95d","api":"https://metacan.xera.ac/api/v1/cohort?venue=Engineering+Structures"},"results":[{"id":"W1240715584","doi":"10.1016/j.engstruct.2015.08.010","title":"Effect of geometrical parameters of aluminum-to-steel bolted connections","year":2015,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Structural engineering; Finite element method; Joint (building); Connection (principal bundle); Eccentricity (behavior); Bolted joint; Failure mode and effects analysis; Materials science; Engineering","score_opus":0.008281438490351243,"score_gpt":0.2264092244827225,"score_spread":0.21812778599237126,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1240715584","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9929811,0.00022971029,0.0030614724,0.000042497846,0.00004577404,0.000011700793,0.0001447316,0.00016679616,0.0033161228],"genre_scores_gemma":[0.99937135,0.00003821171,0.0002529503,0.000003881633,0.0000032723926,0.0000026030636,0.000036555666,0.000026226107,0.0002651197],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993357,0.0002295406,0.000034711706,0.00013894393,0.00013218884,0.00012891689],"domain_scores_gemma":[0.9948126,0.0034076844,0.0005777334,0.00045056976,0.0005102643,0.0002410659],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007503044,0.001207544,0.0005182457,0.0011123149,0.00052806525,0.00084067666,0.0011505017,0.0012822528,0.0073885573],"category_scores_gemma":[0.007129924,0.00046776637,0.00040716265,0.00081165315,0.001139326,0.001103947,0.0004944293,0.00050807395,0.0008900537],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0056756716,0.0004673567,0.012205084,0.00064760214,0.00019503833,0.0012659312,0.0004928603,0.5698172,0.3851467,0.002452892,0.0011547052,0.02047899],"study_design_scores_gemma":[0.00022521794,0.0041658334,0.042628404,0.00016824393,0.0009114518,0.0007794834,0.0014705998,0.30935624,0.6353977,0.0012332737,0.0035077138,0.00015588195],"about_ca_topic_score_codex":0.0008671044,"about_ca_topic_score_gemma":0.0016777513,"teacher_disagreement_score":0.0073885573,"about_ca_system_score_codex":0.0004722045,"about_ca_system_score_gemma":0.00040764385,"threshold_uncertainty_score":0.024717212},"labels":[],"label_agreement":null},{"id":"W1244222297","doi":"10.1016/j.engstruct.2015.07.012","title":"Exploratory study of ultra-high performance fiber reinforced concrete tunnel lining segments with varying steel fiber lengths and dosages","year":2015,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":89,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Materials science; Cracking; Fiber-reinforced concrete; Structural engineering; Composite material; Precast concrete; Flexural strength; Bending; Fiber; Engineering","score_opus":0.014309088874668745,"score_gpt":0.21197102069425786,"score_spread":0.1976619318195891,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1244222297","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99951065,0.0000058963046,0.00033547005,0.0000016029827,7.7133933e-7,0.000004269487,0.000013642281,0.000007147209,0.00012052937],"genre_scores_gemma":[0.9990483,0.000009364834,0.0004906528,0.000001312604,7.49806e-7,0.00000509133,0.000018319724,0.0000032033229,0.00042302135],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99983275,0.000027015296,0.000005587238,0.000034671,0.000060634695,0.000039228154],"domain_scores_gemma":[0.99945396,0.00014935026,0.00011886829,0.000052533975,0.00015765657,0.00006758458],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000333507,0.0003231061,0.0003446366,0.00025706942,0.0004671877,0.00018372413,0.00048000796,0.00054081465,0.0010279318],"category_scores_gemma":[0.0004373023,0.00020749873,0.0003394527,0.00023272587,0.00043349163,0.00033183937,0.00021745649,0.00026942213,0.00017585655],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008269663,0.0004257383,0.0049141366,0.0000911324,0.000013666959,0.00029194786,0.0004463836,0.009782676,0.97983354,0.00016495495,0.00005689496,0.0031519579],"study_design_scores_gemma":[0.00007297981,0.013060232,0.06253184,0.0000154525,0.000093711955,0.00034737555,0.0012916891,0.04026821,0.88113797,0.00010341824,0.0010371726,0.000039936014],"about_ca_topic_score_codex":0.0011500919,"about_ca_topic_score_gemma":0.002123255,"teacher_disagreement_score":0.0011500919,"about_ca_system_score_codex":0.00020140434,"about_ca_system_score_gemma":0.0003036715,"threshold_uncertainty_score":0.0034388304},"labels":[],"label_agreement":null},{"id":"W1738513198","doi":"10.1016/j.engstruct.2015.08.003","title":"Evaluation of the flexural strength and serviceability of geopolymer concrete beams reinforced with glass-fibre-reinforced polymer (GFRP) bars","year":2015,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":175,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada; University of Southern Queensland","keywords":"Serviceability (structure); Materials science; Flexural strength; Fibre-reinforced plastic; Reinforcement; Composite material; Structural engineering; Beam (structure); Durability; Engineering","score_opus":0.011818880806616909,"score_gpt":0.22366512768522226,"score_spread":0.21184624687860534,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1738513198","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990971,0.0000501867,0.0006113723,0.0000032705746,0.0000012100919,0.0000020929676,0.000024098703,0.0000064468995,0.0002041342],"genre_scores_gemma":[0.99933785,0.000037130518,0.00020123321,0.000001246158,6.8056937e-7,0.0000018365158,0.00003120864,0.0000018940797,0.00038694116],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99983764,0.00001877958,0.000005295105,0.000020499812,0.000092724345,0.000025044254],"domain_scores_gemma":[0.9996749,0.0001012469,0.00007170536,0.000019436251,0.00009471647,0.000037939757],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024971514,0.00028136853,0.000108701766,0.0003661233,0.00015042633,0.00007919398,0.00017961477,0.00031321487,0.00091271853],"category_scores_gemma":[0.00045034604,0.00014387192,0.00018865368,0.00018847281,0.00025087324,0.00018706951,0.0001237908,0.00020356318,0.00016717146],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015866233,0.00002944069,0.0031977382,0.000020711543,0.0000061776395,0.000046484456,0.00004610345,0.0018561974,0.99134904,0.00005373016,0.0000121696985,0.0032235114],"study_design_scores_gemma":[0.0000072979074,0.0008830983,0.042451743,0.0000041007415,0.00002046177,0.000089301095,0.00006238396,0.008935221,0.9472281,0.000033429962,0.00027561895,0.00000927437],"about_ca_topic_score_codex":0.0019671342,"about_ca_topic_score_gemma":0.0033458807,"teacher_disagreement_score":0.0019671342,"about_ca_system_score_codex":0.00016398488,"about_ca_system_score_gemma":0.00020517388,"threshold_uncertainty_score":0.003911376},"labels":[],"label_agreement":null},{"id":"W1964696999","doi":"10.1016/j.engstruct.2014.09.045","title":"Large torsion analysis of thin-walled open sections beams by the Asymptotic Numerical Method","year":2014,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Safran Electronics (Canada)","funders":"","keywords":"Torsion (gastropod); Numerical analysis; Structural engineering; Asymptotic analysis; Engineering; Mathematics; Mathematical analysis","score_opus":0.00293698281136658,"score_gpt":0.22885632587997995,"score_spread":0.22591934306861336,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1964696999","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.146368,0.0006046559,0.8298293,0.0003403531,0.00013453512,0.0000432362,0.000051945575,0.0002522798,0.02237577],"genre_scores_gemma":[0.9256627,0.0005109138,0.06001739,0.0001261864,0.00013991316,0.00012867176,0.00007575282,0.00016023236,0.013178242],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99970347,0.00011597712,0.0000073418655,0.000022089009,0.00012625675,0.00002486309],"domain_scores_gemma":[0.9991648,0.00042287528,0.00009328438,0.00006542116,0.00020005877,0.000053556865],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00086797564,0.00070248905,0.00068665814,0.0009824992,0.00036245963,0.00051373115,0.0010785866,0.00097117363,0.0028847766],"category_scores_gemma":[0.0027518822,0.00033896216,0.0004857724,0.00042514654,0.0015039087,0.0011184601,0.001310403,0.0010647781,0.00036490304],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010835887,0.000101476886,0.0009261601,0.00012296399,0.000043545013,0.00019928234,0.00012364297,0.8136228,0.02136681,0.14258324,0.0011587422,0.019643039],"study_design_scores_gemma":[0.0000050832973,0.000011130178,0.00016966535,0.000004816121,0.0000025352733,0.000015477794,0.000007716644,0.9923694,0.0003211501,0.0069170073,0.00017176045,0.0000043312302],"about_ca_topic_score_codex":0.001015183,"about_ca_topic_score_gemma":0.0011636596,"teacher_disagreement_score":0.0028847766,"about_ca_system_score_codex":0.00046031948,"about_ca_system_score_gemma":0.000569238,"threshold_uncertainty_score":0.009650528},"labels":[],"label_agreement":null},{"id":"W1966451546","doi":"10.1016/j.engstruct.2012.10.034","title":"Experimental investigation of load distribution in a composite girder bridge at elastic versus inelastic states","year":2013,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada; McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada; Ministère des Transports","keywords":"Structural engineering; Bridge (graph theory); Composite number; Girder; Engineering; Materials science; Composite material","score_opus":0.007955706481253225,"score_gpt":0.2105669224904609,"score_spread":0.20261121600920767,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1966451546","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99718046,0.00001964145,0.0012518045,0.000015202696,0.000006096236,0.000010971383,0.000092092705,0.000024442406,0.0013993352],"genre_scores_gemma":[0.99868435,0.00001948756,0.0003716733,0.0000053155495,0.000003307946,0.000009411445,0.000063704494,0.0000073761457,0.00083541597],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99978167,0.000032631775,0.0000095652285,0.000042383985,0.00007566038,0.00005816222],"domain_scores_gemma":[0.9992581,0.00033139085,0.00007931164,0.000110471134,0.00015903809,0.00006166603],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003449341,0.00024997978,0.00017141049,0.00027456487,0.00051869295,0.00018665953,0.00058251846,0.00052556006,0.0057858913],"category_scores_gemma":[0.0009112257,0.00022194015,0.00016943934,0.00022219445,0.0008623954,0.0004208337,0.00039968395,0.00040419435,0.00037418137],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015817564,0.0006987644,0.0023374024,0.000056057943,0.000009232274,0.000137763,0.0002468743,0.0029858963,0.9880244,0.00066807395,0.0001362453,0.0031175532],"study_design_scores_gemma":[0.0002340693,0.005713123,0.035281524,0.000020588737,0.000036508703,0.0002999828,0.00055541325,0.05209554,0.9041199,0.00043377842,0.0011728142,0.000036717087],"about_ca_topic_score_codex":0.0010399742,"about_ca_topic_score_gemma":0.0012752959,"teacher_disagreement_score":0.0057858913,"about_ca_system_score_codex":0.00021290501,"about_ca_system_score_gemma":0.00017303819,"threshold_uncertainty_score":0.019355714},"labels":[],"label_agreement":null},{"id":"W1967950351","doi":"10.1016/j.engstruct.2014.10.042","title":"Numerical study of in-plane behaviour and strength of concrete masonry infills with openings","year":2014,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":45,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Stiffness; Structural engineering; Masonry; Finite element method; Infill; Strength reduction; Geotechnical engineering; Reduction (mathematics); Mathematics; Engineering; Geometry","score_opus":0.0031876506921377505,"score_gpt":0.18559281804681338,"score_spread":0.18240516735467563,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1967950351","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98733974,0.000080965074,0.0051923655,0.00004955431,0.00001486452,0.000013399219,0.0001001353,0.00005444002,0.0071546724],"genre_scores_gemma":[0.9972536,0.000037482943,0.0015877495,0.0000075505236,0.000004458825,0.0000066473694,0.00004657107,0.000010104392,0.0010458116],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99982786,0.0000381374,0.000009760907,0.00002189748,0.00006012182,0.000042192118],"domain_scores_gemma":[0.99886084,0.00059913524,0.00016981036,0.00010619784,0.00016188387,0.00010212956],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032600784,0.0003911296,0.00066612754,0.00060994906,0.00048107342,0.0004987847,0.0007054137,0.0010134064,0.0023530852],"category_scores_gemma":[0.0016705347,0.0003978187,0.00046781808,0.00063493283,0.0010122595,0.00038569502,0.00041008022,0.00043740528,0.00020154996],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024273699,0.0002910464,0.007405256,0.00011605546,0.000053703923,0.00040526656,0.00016973155,0.9422044,0.041159,0.0026233064,0.00031842457,0.00501107],"study_design_scores_gemma":[0.000023382983,0.00015103085,0.005412635,0.0000096581,0.000017042172,0.000092992945,0.0000857448,0.98795646,0.005755459,0.00023311633,0.0002506001,0.000011858624],"about_ca_topic_score_codex":0.0052843383,"about_ca_topic_score_gemma":0.004750993,"teacher_disagreement_score":0.0052843383,"about_ca_system_score_codex":0.00037767572,"about_ca_system_score_gemma":0.0003722475,"threshold_uncertainty_score":0.010507166},"labels":[],"label_agreement":null},{"id":"W1971535529","doi":"10.1016/s0141-0296(02)00026-3","title":"Shear strengthening of beam-column joints","year":2002,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":285,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"","keywords":"Structural engineering; Shear (geology); Joint (building); Failure mode and effects analysis; Beam (structure); Shear strength (soil); Materials science; Engineering; Geology; Composite material","score_opus":0.008616841671223478,"score_gpt":0.18976388883366424,"score_spread":0.18114704716244076,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1971535529","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99472624,0.00021178726,0.001946013,0.000038220925,0.0000061763913,0.000003875303,0.000037884158,0.00003593943,0.0029939744],"genre_scores_gemma":[0.99855536,0.00006364793,0.00028717812,0.0000047534513,0.0000022765785,0.0000015117413,0.000016498401,0.000005644002,0.001063142],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99994457,0.00000901057,0.0000018256167,0.000009664321,0.000014453425,0.000020561625],"domain_scores_gemma":[0.99979454,0.000043879932,0.000045734476,0.00001958293,0.00006405327,0.00003219335],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013372811,0.00023491397,0.00020186613,0.00035972035,0.00026922007,0.00030333787,0.00029876773,0.00024574876,0.004013483],"category_scores_gemma":[0.00047710675,0.00024825023,0.00011102013,0.00022549223,0.00039906756,0.00028838834,0.00022537098,0.00018627709,0.00041024602],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006676106,0.0000955181,0.0048848935,0.00011921798,0.000035561934,0.00022425475,0.00023102766,0.058228765,0.9126798,0.00821669,0.00058448187,0.014032269],"study_design_scores_gemma":[0.00009248807,0.0006828048,0.05917028,0.000042989213,0.00010612369,0.0003588862,0.00036380262,0.3428583,0.5867162,0.0065140678,0.0030530267,0.00004107963],"about_ca_topic_score_codex":0.0016207033,"about_ca_topic_score_gemma":0.003715012,"teacher_disagreement_score":0.004013483,"about_ca_system_score_codex":0.00024077782,"about_ca_system_score_gemma":0.00027698113,"threshold_uncertainty_score":0.013426423},"labels":[],"label_agreement":null},{"id":"W1974047120","doi":"10.1016/j.engstruct.2013.01.031","title":"Stochastic seismic analysis of a concrete-filled steel tubular (CFST) arch bridge under tridirectional multiple excitations","year":2013,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":55,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada; National Natural Science Foundation of China","keywords":"Structural engineering; Arch; Bridge (graph theory); Finite element method; Arch bridge; Seismic analysis; Engineering; Structural health monitoring; Geotechnical engineering; Geology","score_opus":0.01482011775084122,"score_gpt":0.25653916543703437,"score_spread":0.24171904768619315,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1974047120","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93177694,0.000043313794,0.06575343,0.00020731619,0.000009892369,0.000005754424,0.00004216003,0.0000493053,0.0021118459],"genre_scores_gemma":[0.99814725,0.00001911822,0.0011541726,0.0000070595015,0.00000414048,0.0000025063825,0.000019957533,0.0000040863497,0.00064164866],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99990404,0.000024975552,0.0000025217103,0.000020455689,0.000028883756,0.000019120058],"domain_scores_gemma":[0.9997813,0.000097095995,0.00004860236,0.000010799222,0.000034794815,0.000027414779],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024331984,0.0003144035,0.00033323336,0.00024209013,0.00026175697,0.0002974436,0.000331338,0.0007469748,0.0005056245],"category_scores_gemma":[0.0005941324,0.00018585839,0.00025637404,0.00024916197,0.000623156,0.00027803308,0.00036941827,0.00029177702,0.000048137656],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013261476,0.00004662698,0.003153864,0.000023919796,0.00002955462,0.0004564686,0.00009105547,0.96492743,0.021759938,0.0043311943,0.00021450722,0.004832831],"study_design_scores_gemma":[0.0000017776999,0.000015582049,0.0016655135,8.446462e-7,0.000003010658,0.000024185194,0.000019406087,0.99769515,0.0003182504,0.0002281822,0.000024847453,0.0000031402951],"about_ca_topic_score_codex":0.0036770238,"about_ca_topic_score_gemma":0.0038559095,"teacher_disagreement_score":0.0036770238,"about_ca_system_score_codex":0.00032795928,"about_ca_system_score_gemma":0.00036851587,"threshold_uncertainty_score":0.007311225},"labels":[],"label_agreement":null},{"id":"W1976102578","doi":"10.1016/j.engstruct.2007.01.002","title":"General stress–strain relationship for concrete at elevated temperatures","year":2007,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Fire effects on concrete materials","field":"Engineering","cited_by":209,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Compressive strength; Ultimate tensile strength; Materials science; Creep; Structural engineering; Properties of concrete; Young's modulus; Stress–strain curve; Geotechnical engineering; Stress (linguistics); Composite material; Deformation (meteorology); Engineering","score_opus":0.006863677361280876,"score_gpt":0.21867331839092974,"score_spread":0.21180964102964886,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1976102578","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.86030954,0.0051602246,0.11488971,0.0003788933,0.00010148413,0.00006565343,0.00087277166,0.0005963638,0.017625302],"genre_scores_gemma":[0.9891025,0.0016263339,0.003477,0.000051930314,0.000040896342,0.00002319926,0.00036574996,0.00009421434,0.005218246],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99977165,0.000025618067,0.000009927317,0.00008293615,0.00006347732,0.00004633381],"domain_scores_gemma":[0.999548,0.00017693153,0.00008364176,0.00007630267,0.000085739084,0.000029230656],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033807207,0.0006466688,0.0007653893,0.0010577868,0.00026598596,0.00033085662,0.0011450999,0.000716585,0.0048937583],"category_scores_gemma":[0.0010333646,0.0005037059,0.00072666927,0.0011027424,0.0012601964,0.0008933103,0.00057640544,0.00094731257,0.00095378066],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003507565,0.00020396482,0.008091626,0.0005704438,0.0000979196,0.00085317076,0.0007357625,0.50301886,0.41714612,0.039590854,0.0015608249,0.0277797],"study_design_scores_gemma":[0.000045746216,0.00043922712,0.09997824,0.00010224219,0.00013403733,0.0017722321,0.00032233834,0.71844375,0.13167134,0.040368363,0.0064936127,0.00022898315],"about_ca_topic_score_codex":0.0023699687,"about_ca_topic_score_gemma":0.0035505213,"teacher_disagreement_score":0.0048937583,"about_ca_system_score_codex":0.00039101572,"about_ca_system_score_gemma":0.00025927095,"threshold_uncertainty_score":0.01637125},"labels":[],"label_agreement":null},{"id":"W1976940329","doi":"10.1016/j.engstruct.2004.01.011","title":"Predicting the shear strength of reinforced concrete beams using artificial neural networks","year":2004,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":221,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Structural engineering; Artificial neural network; Truss; Compressive strength; Transverse plane; Shear (geology); Shear strength (soil); Parametric statistics; Reinforcement; Materials science; Mathematics; Engineering; Computer science; Composite material; Geology; Statistics","score_opus":0.009337094881221138,"score_gpt":0.2137764548541686,"score_spread":0.20443935997294746,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1976940329","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94110096,0.000117298936,0.057403646,0.00009221381,0.000026831398,0.000010353643,0.000071915565,0.00015221287,0.00102453],"genre_scores_gemma":[0.99258596,0.000046059613,0.006776378,0.000008217402,0.000007541791,0.000007833746,0.000050923678,0.0000063721436,0.0005106646],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99993634,0.000013627919,0.000004045418,0.000014576365,0.000020024601,0.000011340603],"domain_scores_gemma":[0.9992872,0.00044001557,0.00009080642,0.000027018586,0.00012988305,0.000025202784],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032466947,0.00048628438,0.0002571459,0.00039749226,0.00014014082,0.00026801176,0.00038478823,0.0007173011,0.00052272005],"category_scores_gemma":[0.0014902311,0.00039475827,0.00024603948,0.00026766956,0.00023583116,0.000454141,0.00015155712,0.0004028069,0.00013258778],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004563096,0.000039914707,0.004660256,0.0000111802365,0.000019188547,0.000025455796,0.000007221037,0.9797856,0.004627987,0.00023584349,0.000107737964,0.01043396],"study_design_scores_gemma":[9.953972e-7,0.000003395729,0.0004943406,4.4825867e-7,0.0000011383491,0.00000104202,8.9744333e-7,0.99896085,0.00044614825,0.0000826059,0.0000073139868,8.2605345e-7],"about_ca_topic_score_codex":0.0066282717,"about_ca_topic_score_gemma":0.010346158,"teacher_disagreement_score":0.0066282717,"about_ca_system_score_codex":0.00043258857,"about_ca_system_score_gemma":0.00032160422,"threshold_uncertainty_score":0.013179362},"labels":[],"label_agreement":null},{"id":"W1979167174","doi":"10.1016/j.engstruct.2014.01.008","title":"Performance-based assessment and design of FRP-based high damping rubber bearing incorporated with shape memory alloy wires","year":2014,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":93,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"SMA*; Shape-memory alloy; Materials science; Isolator; Structural engineering; Deformation (meteorology); Dissipation; Composite material; Natural rubber; Deck; Engineering; Computer science","score_opus":0.007558185419208785,"score_gpt":0.1933036031388594,"score_spread":0.1857454177196506,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1979167174","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9441695,0.00015920882,0.052006796,0.000034592893,0.000017629827,0.00005196922,0.00005407625,0.00027630577,0.0032299492],"genre_scores_gemma":[0.9931825,0.00004639161,0.005969517,0.0000029447594,0.0000020319412,0.000015581358,0.000025629999,0.000011782634,0.00074359315],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99983466,0.000029296149,0.0000072044463,0.000028635905,0.00008438799,0.000015852858],"domain_scores_gemma":[0.99970716,0.00006378871,0.000080416554,0.000028171418,0.00010100732,0.000019381572],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037863987,0.0004766183,0.00040564436,0.00044336298,0.00018613132,0.00037333427,0.0008204663,0.0005111865,0.00082413614],"category_scores_gemma":[0.0005436668,0.00020418521,0.00025843456,0.00017436518,0.0002198693,0.00039257263,0.00024858845,0.00012295858,0.0003065428],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011651394,0.00022184056,0.003386643,0.00041328245,0.000043496922,0.00022413876,0.00013452757,0.3021955,0.62654525,0.0012172653,0.00044720533,0.06400578],"study_design_scores_gemma":[0.000035033405,0.00250369,0.008938815,0.000017943157,0.00007656759,0.0001032199,0.000090995825,0.8462758,0.13981009,0.00019285893,0.0019289113,0.000026171881],"about_ca_topic_score_codex":0.0006661631,"about_ca_topic_score_gemma":0.0012286226,"teacher_disagreement_score":0.00082413614,"about_ca_system_score_codex":0.0002622956,"about_ca_system_score_gemma":0.00029927006,"threshold_uncertainty_score":0.0027569532},"labels":[],"label_agreement":null},{"id":"W1980838773","doi":"10.1016/s0141-0296(02)00081-0","title":"Seismic rehabilitation of beam–column joint using GFRP sheets","year":2002,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":238,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"","keywords":"Brittleness; Structural engineering; Fibre-reinforced plastic; Failure mode and effects analysis; Joint (building); Materials science; Beam (structure); Shear (geology); Composite material; Engineering","score_opus":0.01171396324960155,"score_gpt":0.2024116769332132,"score_spread":0.19069771368361166,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1980838773","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99616724,0.000045702025,0.0028685206,0.000013480716,0.000003732683,0.0000051564007,0.000014331779,0.000042608277,0.00083925365],"genre_scores_gemma":[0.9981875,0.000029092542,0.00089317415,0.0000042287015,8.5785194e-7,0.0000025207084,0.000020616368,0.00000609814,0.0008560867],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999187,0.000013983725,0.0000031970333,0.0000066906596,0.000029840736,0.000027631642],"domain_scores_gemma":[0.99990344,0.00001704391,0.00002144166,0.0000126701625,0.000024244342,0.00002122191],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015061551,0.00031695713,0.00032045526,0.00029908007,0.00029948496,0.00015768941,0.00030208993,0.00034420597,0.0016788777],"category_scores_gemma":[0.00024454948,0.00013428178,0.00023540479,0.00019308939,0.00019465642,0.00015834771,0.0002275687,0.00018636238,0.0002646251],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010850072,0.00039391246,0.002930489,0.00009102709,0.000044444365,0.00048779944,0.00023503156,0.07322824,0.8845616,0.0003497836,0.0003668334,0.03622576],"study_design_scores_gemma":[0.000091507965,0.004226722,0.03918941,0.00004408121,0.00018318678,0.00055331655,0.0006433743,0.29070976,0.661311,0.00045012363,0.002554499,0.000042925993],"about_ca_topic_score_codex":0.0021939874,"about_ca_topic_score_gemma":0.003927143,"teacher_disagreement_score":0.0021939874,"about_ca_system_score_codex":0.00012888183,"about_ca_system_score_gemma":0.0002546029,"threshold_uncertainty_score":0.0056164265},"labels":[],"label_agreement":null},{"id":"W1988943128","doi":"10.1016/j.engstruct.2012.09.018","title":"Retrofitting tubular steel T-joints subjected to axial compression in chord and brace members using bonded FRP plates or through-wall steel bolts","year":2012,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":42,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Brace; Chord (peer-to-peer); Structural engineering; Fibre-reinforced plastic; Retrofitting; Materials science; Composite material; Transverse plane; Buckling; Compression (physics); Ultimate load; Engineering; Finite element method; Computer science","score_opus":0.015518606968513133,"score_gpt":0.24592448696422917,"score_spread":0.23040587999571605,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1988943128","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99678314,0.000024533021,0.0021905554,0.0000067092706,0.0000055074224,0.0000119006745,0.000023683302,0.000033909593,0.00092018535],"genre_scores_gemma":[0.9982345,0.000013854901,0.0008262905,0.0000027940507,0.0000018329634,0.000006982306,0.000023630164,0.000010167424,0.00087996054],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996784,0.00006086958,0.00001113045,0.000046180652,0.000125004,0.00007853833],"domain_scores_gemma":[0.9995066,0.00015848619,0.00011151001,0.00006408161,0.000089958194,0.0000693325],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005556682,0.0004896725,0.00057581125,0.00047272103,0.00051984616,0.00036608122,0.0010468737,0.00075611327,0.004067359],"category_scores_gemma":[0.00090467,0.000408105,0.00043568414,0.00057973736,0.0010040819,0.00041275995,0.00048825511,0.00042301993,0.000428971],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0035253349,0.0004047909,0.010730459,0.00022773516,0.0000637323,0.00095690496,0.0007753684,0.15341802,0.8122961,0.001331701,0.00033537147,0.015934533],"study_design_scores_gemma":[0.00012257541,0.0048944554,0.047635127,0.000045703513,0.00012561654,0.000281686,0.0011830403,0.3896883,0.55428725,0.0005114045,0.001153974,0.000070764036],"about_ca_topic_score_codex":0.0017760618,"about_ca_topic_score_gemma":0.0035373315,"teacher_disagreement_score":0.004067359,"about_ca_system_score_codex":0.00031448234,"about_ca_system_score_gemma":0.00037133676,"threshold_uncertainty_score":0.0136066675},"labels":[],"label_agreement":null},{"id":"W1989695142","doi":"10.1016/j.engstruct.2014.02.011","title":"Behavior and analysis of inverted T-shaped RC beams under shear and torsion","year":2014,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":60,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"","keywords":"Stirrup; Torsion (gastropod); Flange; Cracking; Structural engineering; Torque; Shear (geology); Shear force; Materials science; Engineering; Composite material; Physics","score_opus":0.00583910140176505,"score_gpt":0.20515607277522807,"score_spread":0.19931697137346302,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1989695142","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9945714,0.00005703678,0.0033379046,0.000014753487,0.0000036221206,0.000007889084,0.000060810544,0.000054718294,0.0018918093],"genre_scores_gemma":[0.9985238,0.0000296379,0.0006657582,0.000003794577,0.0000011217488,0.0000045198713,0.000042248063,0.0000066885937,0.00072258996],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998795,0.000014809812,0.0000029344421,0.000020469042,0.00005048402,0.000031695756],"domain_scores_gemma":[0.9995396,0.00014890566,0.00009597747,0.000043872344,0.0001342719,0.000037386268],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020499341,0.00023802916,0.00019371012,0.0006020471,0.00020533009,0.00017533665,0.00046661668,0.00036923974,0.0021768194],"category_scores_gemma":[0.00068395457,0.0001485736,0.00023488913,0.00039007247,0.00042783492,0.00016553419,0.0001435284,0.00017026401,0.0003787287],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007201913,0.00013211858,0.012317262,0.00008873449,0.00004048737,0.00044136654,0.00042677493,0.20534429,0.7602854,0.0021056812,0.00048034044,0.01761737],"study_design_scores_gemma":[0.000016022437,0.00040830713,0.0346312,0.000014776928,0.00002958063,0.0001541059,0.00023864521,0.8520844,0.11162609,0.00026597848,0.00050225237,0.00002867931],"about_ca_topic_score_codex":0.0035870469,"about_ca_topic_score_gemma":0.002514613,"teacher_disagreement_score":0.0035870469,"about_ca_system_score_codex":0.0003297897,"about_ca_system_score_gemma":0.00023825237,"threshold_uncertainty_score":0.0072821975},"labels":[],"label_agreement":null},{"id":"W1990803937","doi":"10.1016/j.engstruct.2013.08.040","title":"Characterization of slip resistance of high strength bolted connections with zinc-based metallized faying surfaces","year":2013,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Fire effects on concrete materials","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Université Laval","keywords":"Slip (aerodynamics); Girder; Materials science; Structural engineering; Bolted joint; Fastener; Engineering; Metallurgy; Finite element method","score_opus":0.0031054673392866,"score_gpt":0.16654995795630975,"score_spread":0.16344449061702315,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1990803937","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999193,0.00005886277,0.0005245567,0.0000041769163,0.0000033660617,0.0000034356735,0.000026784946,0.000018116049,0.00016771354],"genre_scores_gemma":[0.9992933,0.000029651352,0.0003249458,0.0000018719081,0.0000012463676,0.0000030667088,0.000031701777,0.0000047034728,0.00030953338],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997749,0.000021135447,0.0000096851545,0.00004574195,0.00011652345,0.00003198963],"domain_scores_gemma":[0.9995555,0.000117190764,0.00013356192,0.00006118334,0.00010702473,0.000025539111],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021371325,0.00028690114,0.00023510982,0.0003897318,0.0001830551,0.00020456346,0.0004053154,0.0004428641,0.0011355868],"category_scores_gemma":[0.00072838005,0.00018941646,0.0002088821,0.00027894965,0.0002936888,0.0002309174,0.00016713017,0.00027300496,0.00016389047],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016231516,0.00002122132,0.0019826784,0.000031531898,0.000010043218,0.00007879445,0.00009996763,0.0006764609,0.9946819,0.000038521914,0.000032207237,0.0021842364],"study_design_scores_gemma":[0.000011601937,0.00053479045,0.033234343,0.0000060313832,0.000022248025,0.000121949866,0.000112835754,0.0042111604,0.96117854,0.000019860569,0.0005383491,0.000008309349],"about_ca_topic_score_codex":0.00047998625,"about_ca_topic_score_gemma":0.00069933286,"teacher_disagreement_score":0.0011355868,"about_ca_system_score_codex":0.00020557671,"about_ca_system_score_gemma":0.00008714759,"threshold_uncertainty_score":0.003798902},"labels":[],"label_agreement":null},{"id":"W1991099685","doi":"10.1016/j.engstruct.2015.02.037","title":"Optimal design of cold-formed steel portal frames for stressed-skin action using genetic algorithm","year":2015,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Laser and Thermal Forming Techniques","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Queen's University; Queen's University Belfast","keywords":"Serviceability (structure); Structural engineering; Portal frame; Framing (construction); Internal forces; Genetic algorithm; Optimal design; Engineering; Computer science; Frame (networking); Algorithm; Mathematical optimization; Mathematics; Mechanical engineering; Machine learning","score_opus":0.024034339082460488,"score_gpt":0.25413199862697583,"score_spread":0.23009765954451533,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1991099685","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.13973564,0.0003143671,0.84783953,0.00009491982,0.00006880354,0.00011211819,0.000042503514,0.00032380133,0.011468263],"genre_scores_gemma":[0.870214,0.00014467927,0.12665294,0.000029223636,0.000012557068,0.00014071011,0.00005500568,0.000058717756,0.0026920894],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998634,0.00002862463,0.0000043164127,0.000026550648,0.000045544755,0.000031634037],"domain_scores_gemma":[0.9997745,0.00008115745,0.00003915382,0.000011445597,0.00007501802,0.000018743596],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043663295,0.00074316765,0.0009986322,0.000773316,0.0004670566,0.0007246341,0.0008424203,0.0011005286,0.0028852702],"category_scores_gemma":[0.00073160103,0.00057839765,0.0006983901,0.00046413142,0.0005490648,0.00040221427,0.0003950508,0.00048018736,0.00032753276],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000047809328,0.000035528334,0.00020590903,0.000038315295,0.000012832387,0.000040449686,0.000034151173,0.9776889,0.0065910304,0.0018741966,0.00021046239,0.013220316],"study_design_scores_gemma":[0.000018954415,0.000080019934,0.00014175657,0.0000068469517,0.000010092806,0.000007956963,0.000020651507,0.99747354,0.0014363924,0.00048231508,0.0003166809,0.0000048358716],"about_ca_topic_score_codex":0.0049931933,"about_ca_topic_score_gemma":0.006791604,"teacher_disagreement_score":0.0049931933,"about_ca_system_score_codex":0.00078247814,"about_ca_system_score_gemma":0.0015907639,"threshold_uncertainty_score":0.009928286},"labels":[],"label_agreement":null},{"id":"W1992023789","doi":"10.1016/j.engstruct.2014.09.013","title":"Structural performance of Dou-Gong brackets of Yingxian Wood Pagoda under vertical load – An experimental study","year":2014,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":122,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia; University of New Brunswick","funders":"","keywords":"Pagoda; Structural engineering; Perpendicular; Stiffness; Bending; Shear (geology); Compression (physics); Tension (geology); Engineering; Geotechnical engineering; Materials science; Composite material; Mathematics; Geometry","score_opus":0.0104969416346089,"score_gpt":0.21562844889907512,"score_spread":0.20513150726446622,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1992023789","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99977106,0.0000130070475,0.00008700395,0.000001709673,0.0000016867489,0.0000022162658,0.000012367999,0.0000016148359,0.00010927872],"genre_scores_gemma":[0.99920374,0.000022454771,0.00014863716,0.00000368183,0.0000010257435,0.0000037289449,0.000028925557,0.000002556956,0.0005852662],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99989665,0.000007524885,0.0000054173975,0.000025563644,0.00003524047,0.000029636196],"domain_scores_gemma":[0.9998915,0.00002327034,0.000017618691,0.000013236021,0.00002765902,0.000026685784],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015396529,0.00033261505,0.00028174248,0.0002963702,0.00044202778,0.00014326505,0.0002899595,0.0002987025,0.0028867743],"category_scores_gemma":[0.00016445134,0.0002550616,0.00025855185,0.00024496368,0.00031634822,0.00022576071,0.00027602815,0.0002937224,0.00023304472],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00086572295,0.00032574707,0.010741641,0.00006541426,0.000012913252,0.00018140205,0.00042197178,0.001062625,0.97807217,0.00017058398,0.0000556111,0.008024195],"study_design_scores_gemma":[0.00008786275,0.008667939,0.37667644,0.000021234233,0.00013214904,0.00034920886,0.0018082662,0.009384874,0.5999262,0.00024876324,0.0026392052,0.00005786735],"about_ca_topic_score_codex":0.0010904735,"about_ca_topic_score_gemma":0.002422129,"teacher_disagreement_score":0.0028867743,"about_ca_system_score_codex":0.00014902024,"about_ca_system_score_gemma":0.00017610958,"threshold_uncertainty_score":0.009657204},"labels":[],"label_agreement":null},{"id":"W1993168322","doi":"10.1016/j.engstruct.2004.12.005","title":"Seismic structural stability of concrete gravity dams considering transient uplift pressures in cracks","year":2005,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Dam Engineering and Safety","field":"Engineering","cited_by":49,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Montréal; Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Geology; Geotechnical engineering; Magnitude (astronomy); Gravity dam; Crack closure; Structural engineering; Transient (computer programming); Finite element method; Fracture mechanics; Mechanics; Materials science; Engineering","score_opus":0.006117227292878043,"score_gpt":0.20965023055669862,"score_spread":0.2035330032638206,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1993168322","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97384757,0.00013054007,0.017907714,0.00024117,0.000022972597,0.0000133629555,0.000079421276,0.000049423776,0.0077077765],"genre_scores_gemma":[0.9989091,0.000040404473,0.00028963079,0.000005543038,0.000007665451,0.00000301817,0.000018301005,0.000010222994,0.0007161563],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998703,0.00003280986,0.0000048058614,0.000020130075,0.000026630432,0.000045431585],"domain_scores_gemma":[0.99926037,0.0003808369,0.00010194791,0.000032955242,0.00013105135,0.00009286563],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004926482,0.0004025683,0.0005264427,0.00078777026,0.00061132223,0.0009995206,0.0005977306,0.0010364668,0.0022857178],"category_scores_gemma":[0.0022581427,0.00041308053,0.0005014309,0.00044357986,0.0013039322,0.00075609377,0.00082065986,0.0006461626,0.00016282736],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020026315,0.000052626656,0.0035067445,0.00004141703,0.000027648768,0.0005176426,0.00012368863,0.9710406,0.0063787084,0.014055581,0.00038011064,0.003675005],"study_design_scores_gemma":[0.0000072811085,0.000022998294,0.0017779163,0.00000447263,0.000009078561,0.000026819685,0.00005998837,0.9957799,0.00046058875,0.0017909828,0.000053273765,0.0000068493355],"about_ca_topic_score_codex":0.010320684,"about_ca_topic_score_gemma":0.005652193,"teacher_disagreement_score":0.010320684,"about_ca_system_score_codex":0.000984316,"about_ca_system_score_gemma":0.0009149017,"threshold_uncertainty_score":0.020521224},"labels":[],"label_agreement":null},{"id":"W1997527329","doi":"10.1016/j.engstruct.2011.02.010","title":"Estimating fundamental periods of steel plate shear walls","year":2011,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Steel plate shear wall; Shear wall; Shear (geology); Infill; Finite element method; Cantilever; Vibration; Engineering; Geology; Materials science; Composite material; Physics","score_opus":0.00910964208679917,"score_gpt":0.19906847721868287,"score_spread":0.1899588351318837,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1997527329","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7929025,0.00014627722,0.20513025,0.000038403294,0.000015488184,0.000007325309,0.00020285661,0.00018240901,0.0013745648],"genre_scores_gemma":[0.9706124,0.00009102384,0.028305512,0.000004083348,0.000017978182,0.000006237988,0.00023158544,0.000046228255,0.00068495644],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998518,0.000042658743,0.000004734141,0.00003065137,0.000040775583,0.000029300842],"domain_scores_gemma":[0.9988772,0.0007421519,0.000121802084,0.000102232385,0.00008499816,0.00007153809],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041543457,0.0005928388,0.00033208178,0.0011198213,0.00019846275,0.0004912693,0.0005126582,0.0007118715,0.00085968093],"category_scores_gemma":[0.0022262428,0.00049905747,0.0003828107,0.0004893755,0.00029510199,0.000700811,0.0003994716,0.0004894284,0.0003589128],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0017012607,0.00019631546,0.046075974,0.00016863005,0.00012332086,0.0003298384,0.00027223674,0.5270967,0.15952949,0.0069209794,0.0013662245,0.25621912],"study_design_scores_gemma":[0.000018471195,0.00011989356,0.024105793,0.000009216174,0.000024186998,0.0001125,0.00006729415,0.9597086,0.012596903,0.0028582022,0.00036190668,0.000017057358],"about_ca_topic_score_codex":0.00085102004,"about_ca_topic_score_gemma":0.001333081,"teacher_disagreement_score":0.0011198213,"about_ca_system_score_codex":0.00025884365,"about_ca_system_score_gemma":0.00028265858,"threshold_uncertainty_score":0.002875924},"labels":[],"label_agreement":null},{"id":"W1997890678","doi":"10.1016/j.engstruct.2011.02.013","title":"Prediction of punching shear strength of two-way slabs","year":2011,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":65,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University; Memorial University of Newfoundland","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Punching; Slab; Reinforcement; Structural engineering; Shear strength (soil); Shear (geology); Artificial neural network; Test data; Direct shear test; Geotechnical engineering; Engineering; Geology; Materials science; Computer science; Composite material; Machine learning","score_opus":0.0137984613936218,"score_gpt":0.19830181244143047,"score_spread":0.18450335104780868,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1997890678","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97301483,0.00004653369,0.025394464,0.00004052223,0.000008505352,0.000011821896,0.00006226735,0.00018623365,0.0012348717],"genre_scores_gemma":[0.995514,0.000016141741,0.003999502,0.0000032356775,0.0000028917812,0.0000061587693,0.000037821712,0.000011353689,0.0004090095],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998964,0.000022973827,0.0000038130797,0.000027504331,0.00002615539,0.000023160528],"domain_scores_gemma":[0.9991227,0.0005291796,0.00010275715,0.00006233113,0.000099548546,0.00008350131],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036663795,0.00076095155,0.0004106109,0.0004344346,0.0002569354,0.0004661821,0.0006931241,0.0011706689,0.000887355],"category_scores_gemma":[0.0012385106,0.0005587962,0.00032495437,0.00025770426,0.0005391974,0.0005035438,0.00042824337,0.0005618128,0.00017804113],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007865178,0.000066356806,0.005657349,0.000015015063,0.000012756396,0.00007802534,0.000021991818,0.97872066,0.010180796,0.0005616445,0.000075348165,0.0045314245],"study_design_scores_gemma":[0.0000035681906,0.000017062934,0.0014034001,8.384737e-7,0.00000176883,0.000004765268,0.0000038078974,0.9973023,0.0011575413,0.00008942811,0.000012976451,0.0000024546814],"about_ca_topic_score_codex":0.005307395,"about_ca_topic_score_gemma":0.006044101,"teacher_disagreement_score":0.005307395,"about_ca_system_score_codex":0.0005136984,"about_ca_system_score_gemma":0.0005748248,"threshold_uncertainty_score":0.010553002},"labels":[],"label_agreement":null},{"id":"W1998791829","doi":"10.1016/j.engstruct.2011.08.030","title":"Seismic overstrength and ductility of concrete buildings reinforced with superelastic shape memory alloy rebar","year":2011,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":62,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Division of Electrical, Communications and Cyber Systems; Natural Sciences and Engineering Research Council of Canada","keywords":"Rebar; SMA*; Structural engineering; Shape-memory alloy; Reinforcement; Ductility (Earth science); Materials science; Reinforced concrete; Plastic hinge; Composite material; Engineering; Computer science; Creep","score_opus":0.005546044871104846,"score_gpt":0.16767706727337786,"score_spread":0.162131022402273,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1998791829","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994704,0.0000074361737,0.0002468933,0.0000017066849,3.4756107e-7,4.42375e-7,0.000013815496,0.0000054472016,0.0002535364],"genre_scores_gemma":[0.99979216,0.0000040821255,0.00003491266,4.3618314e-7,2.2786732e-7,3.516102e-7,0.000017447219,0.0000016206865,0.00014889357],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998745,0.000027860038,0.000004787017,0.000015430593,0.000037832164,0.000039687566],"domain_scores_gemma":[0.99953806,0.00018021751,0.00010088425,0.000044245477,0.00007809497,0.000058563546],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024848204,0.00031488677,0.0002325278,0.000815849,0.00018705221,0.00019137727,0.00029732168,0.00032704414,0.0009745218],"category_scores_gemma":[0.0005332863,0.00024718454,0.00019766146,0.0003333115,0.0004018038,0.00022685403,0.0002983331,0.0002113406,0.00022973526],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0019841567,0.00032602221,0.13951544,0.00007300337,0.000079825724,0.001173712,0.0010002769,0.37958178,0.45312583,0.0012187076,0.00022457828,0.02169675],"study_design_scores_gemma":[0.000021966265,0.0011800793,0.4038275,0.000018562623,0.000056766155,0.00042619387,0.0007687034,0.50483483,0.08804484,0.00043966944,0.00032573962,0.000055212025],"about_ca_topic_score_codex":0.0027953507,"about_ca_topic_score_gemma":0.004089421,"teacher_disagreement_score":0.0027953507,"about_ca_system_score_codex":0.00024807156,"about_ca_system_score_gemma":0.00012689037,"threshold_uncertainty_score":0.005558133},"labels":[],"label_agreement":null},{"id":"W1999379166","doi":"10.1016/j.engstruct.2012.02.019","title":"Fragility curves of typical as-built highway bridges in eastern Canada","year":2012,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":150,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Fragility; Bridge (graph theory); Vulnerability assessment; Vulnerability (computing); Engineering; Seismic risk; Structural engineering; Civil engineering; Computer science","score_opus":0.005724031650911061,"score_gpt":0.20378128541921336,"score_spread":0.1980572537683023,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1999379166","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9954912,0.000023045828,0.0001217176,0.000014061431,7.916147e-7,0.0000036127278,0.0006809135,0.000014823643,0.0036498432],"genre_scores_gemma":[0.9983525,0.00001736053,0.00007881485,0.000002355426,2.7400387e-7,0.00000152528,0.00037972335,0.0000033113786,0.0011641522],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99977905,0.000007859048,0.0000069419116,0.000024095725,0.00007249426,0.00010959875],"domain_scores_gemma":[0.9993629,0.00007373499,0.000040008395,0.000021177491,0.0003732642,0.00012889753],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018907922,0.0002607375,0.00019775101,0.001861785,0.0013295657,0.0005947905,0.00087616494,0.0005324792,0.0035495635],"category_scores_gemma":[0.00075686217,0.00021995883,0.00024469104,0.0018433628,0.00069664384,0.00023330997,0.0003796107,0.0003124016,0.00037249207],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006332366,0.00023340792,0.7210995,0.000116046314,0.00013455295,0.0012976088,0.0029717463,0.19239274,0.013032858,0.0053293263,0.005388833,0.05737008],"study_design_scores_gemma":[0.0000073579426,0.00003295605,0.95286965,0.000018756939,0.000016016007,0.00008541385,0.0017768048,0.04224394,0.0009818831,0.00029093222,0.0016494298,0.000026804528],"about_ca_topic_score_codex":0.9485818,"about_ca_topic_score_gemma":0.9800239,"teacher_disagreement_score":0.051418185,"about_ca_system_score_codex":0.007925597,"about_ca_system_score_gemma":0.0041662264,"threshold_uncertainty_score":0.10344195},"labels":[],"label_agreement":null},{"id":"W1999484142","doi":"10.1016/j.engstruct.2009.02.021","title":"Punching shear strength of interior slab–column connections strengthened with carbon fiber reinforced polymer sheets","year":2009,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":69,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Reinforcement; Punching; Flexural strength; Materials science; Slab; Composite material; Structural engineering; Shear (geology); Carbon fiber reinforced polymer; Fibre-reinforced plastic; Reinforced concrete; Engineering","score_opus":0.004220865760874225,"score_gpt":0.1948053184831645,"score_spread":0.1905844527222903,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1999484142","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989361,0.000047397236,0.00038505672,0.0000069742114,0.000006474052,0.0000022833292,0.0000303283,0.000022402774,0.00056299247],"genre_scores_gemma":[0.9993789,0.000016061495,0.00014690307,0.0000027510619,0.0000013854016,9.940034e-7,0.000026407815,0.0000029592882,0.0004234888],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997936,0.000018841898,0.000007834767,0.00003954016,0.000091152455,0.00004905114],"domain_scores_gemma":[0.99921656,0.00018224999,0.00017878156,0.000076607896,0.00020483552,0.00014089342],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027830014,0.00043591345,0.00029924721,0.0004893867,0.00029785364,0.0002440843,0.0004641964,0.00047015012,0.003081519],"category_scores_gemma":[0.00058159395,0.0003173006,0.00021642062,0.00030840744,0.0004593274,0.00036672485,0.00028869396,0.00053688115,0.00038869088],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010984665,0.00016675158,0.0052438476,0.000086171334,0.000036448633,0.0004326123,0.0002141194,0.020090008,0.9612228,0.000381406,0.0003131946,0.010714212],"study_design_scores_gemma":[0.0000357131,0.0015854532,0.055427972,0.000029676625,0.000075265714,0.00014857769,0.00027312897,0.061160393,0.8803913,0.00016503682,0.00067181175,0.00003559552],"about_ca_topic_score_codex":0.00094214646,"about_ca_topic_score_gemma":0.001721241,"teacher_disagreement_score":0.003081519,"about_ca_system_score_codex":0.00019594224,"about_ca_system_score_gemma":0.00022183944,"threshold_uncertainty_score":0.0103087425},"labels":[],"label_agreement":null},{"id":"W2000114919","doi":"10.1016/j.engstruct.2012.08.016","title":"Analytical modeling and axial load design of a novel FRP-encased steel–concrete composite column for various slenderness ratios","year":2012,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"","keywords":"Fibre-reinforced plastic; Composite number; Buckling; Ductility (Earth science); Materials science; Structural engineering; Column (typography); Compressive strength; Tube (container); Composite material; Composite construction; Parametric statistics; Dissipation; Engineering","score_opus":0.022906009405144066,"score_gpt":0.2381008001999589,"score_spread":0.21519479079481485,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2000114919","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.71836966,0.00015602565,0.247628,0.00022472448,0.000037200694,0.00009200195,0.0002706207,0.0006926902,0.032529168],"genre_scores_gemma":[0.9776534,0.000065515334,0.01566634,0.000019326626,0.0000064156334,0.000043561657,0.000065812346,0.00004861077,0.0064310343],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99993825,0.0000075462117,0.0000011816367,0.000010516999,0.00002803255,0.000014516462],"domain_scores_gemma":[0.9999052,0.000024242096,0.000017920642,0.0000068448435,0.00003459932,0.000011199787],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000097007665,0.0003828386,0.00028774183,0.0003282452,0.0004220997,0.00048461737,0.000941909,0.00061763934,0.0034425687],"category_scores_gemma":[0.00015313207,0.0003089077,0.00037380864,0.00019701569,0.00032536697,0.0002849319,0.00019809144,0.00023101806,0.0005237627],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008691945,0.00007456192,0.00055775506,0.000070025475,0.000012466894,0.00014825129,0.000073110416,0.89018977,0.094715,0.0023151932,0.0005048857,0.011252016],"study_design_scores_gemma":[0.0000036252954,0.000029745614,0.00019532623,0.0000018228052,0.0000046690166,0.000008785779,0.000015489442,0.9940931,0.0052455007,0.0000760365,0.00032200073,0.0000038178514],"about_ca_topic_score_codex":0.009059343,"about_ca_topic_score_gemma":0.014118498,"teacher_disagreement_score":0.009059343,"about_ca_system_score_codex":0.00063805655,"about_ca_system_score_gemma":0.000940609,"threshold_uncertainty_score":0.018013239},"labels":[],"label_agreement":null},{"id":"W2000851700","doi":"10.1016/j.engstruct.2015.04.016","title":"Finite element analysis of punching shear of concrete slabs using damaged plasticity model in ABAQUS","year":2015,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":757,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Slab; Finite element method; Structural engineering; Cracking; Punching; Shear (geology); Plasticity; Materials science; Nonlinear system; Constitutive equation; Geotechnical engineering; Geology; Engineering; Composite material","score_opus":0.021368436505401992,"score_gpt":0.24431826768726064,"score_spread":0.22294983118185865,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2000851700","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.73693734,0.00030595693,0.2452169,0.0002376742,0.000068310546,0.00009811152,0.00068268355,0.0009339194,0.015518986],"genre_scores_gemma":[0.96356565,0.000113485745,0.031845618,0.000025175426,0.000009499371,0.00006525794,0.0002563753,0.00009530528,0.0040236837],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998398,0.000037147147,0.00000915918,0.000021723396,0.00006575813,0.000026336624],"domain_scores_gemma":[0.99960345,0.00018962499,0.000039508974,0.000053356067,0.00009223552,0.00002176562],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031821485,0.00040455878,0.000661195,0.0005004363,0.00046558437,0.00038077717,0.0009167119,0.0010991374,0.003503913],"category_scores_gemma":[0.00074369437,0.00052441884,0.00050272734,0.0003861889,0.00048044603,0.00041981696,0.00035824926,0.0005324619,0.00040377438],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000042389278,0.00006100919,0.0008300245,0.000066531866,0.0000136737,0.000090221045,0.0000670762,0.977835,0.012612551,0.00186004,0.00026908916,0.0062524662],"study_design_scores_gemma":[0.0000037392715,0.000018929486,0.00045347895,0.0000036371307,0.0000029466603,0.000011970451,0.000015951402,0.9978047,0.001373177,0.00016325296,0.00014429477,0.000004006136],"about_ca_topic_score_codex":0.006522737,"about_ca_topic_score_gemma":0.0069291987,"teacher_disagreement_score":0.006522737,"about_ca_system_score_codex":0.00040504482,"about_ca_system_score_gemma":0.00086205645,"threshold_uncertainty_score":0.0129695535},"labels":[],"label_agreement":null},{"id":"W2000950823","doi":"10.1016/j.engstruct.2008.02.014","title":"Finite element modeling of hollow and concrete-filled fiber composite tubes in flexure: Model development, verification and investigation of tube parameters","year":2008,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":49,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Materials science; Fibre-reinforced plastic; Finite element method; Composite material; Flexural strength; Fiber; Structural engineering; Tube (container); Buckling; Parametric statistics; Composite number; Bending; Engineering","score_opus":0.017933138853118223,"score_gpt":0.2054397432960334,"score_spread":0.18750660444291517,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2000950823","genre_codex":"empirical","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.641837,0.0002352538,0.3450029,0.00015110227,0.000030661482,0.00010540966,0.00031779986,0.00051624514,0.011803662],"genre_scores_gemma":[0.97073394,0.00011473874,0.024902705,0.000015391057,0.0000050603667,0.000073849245,0.00014611041,0.00006940221,0.003938756],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998072,0.000045406327,0.0000104548835,0.000030952022,0.00008437545,0.000021654989],"domain_scores_gemma":[0.99956256,0.00021992627,0.00006983975,0.000045968358,0.00007730939,0.000024365323],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039668634,0.00039379514,0.00055617077,0.00043593033,0.0004452547,0.0005734296,0.0011144668,0.0013866739,0.0012189877],"category_scores_gemma":[0.001097067,0.00054090173,0.0005090211,0.00033567575,0.00074244064,0.00061499455,0.0003533803,0.0004315406,0.00022408454],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002858045,0.000027724514,0.00043640687,0.000016878572,0.0000050488256,0.000028719744,0.000039631133,0.9889466,0.0071491315,0.0012794189,0.000036090132,0.0020057512],"study_design_scores_gemma":[0.0000021676474,0.000011794599,0.00019589975,0.0000018338535,0.0000021441597,0.000009488196,0.00000706148,0.9974438,0.0021187929,0.000090658265,0.00011379589,0.0000026440248],"about_ca_topic_score_codex":0.007276564,"about_ca_topic_score_gemma":0.006288987,"teacher_disagreement_score":0.007276564,"about_ca_system_score_codex":0.0006521689,"about_ca_system_score_gemma":0.0009527285,"threshold_uncertainty_score":0.0144684315},"labels":[],"label_agreement":null},{"id":"W2002074601","doi":"10.1016/j.engstruct.2014.01.005","title":"Seismic performance evaluation of multi-column bridge bents retrofitted with different alternatives using incremental dynamic analysis","year":2014,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":61,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Division of Electrical, Communications and Cyber Systems; Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Retrofitting; Engineering; Finite element method; Seismic retrofit; Bridge (graph theory); Displacement (psychology); Reinforced concrete","score_opus":0.012713562018133116,"score_gpt":0.2461768720539893,"score_spread":0.2334633100358562,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2002074601","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.997623,0.000024207859,0.0015684282,0.00000615907,0.000005258238,0.0000048491497,0.000063325075,0.000025318617,0.00067948],"genre_scores_gemma":[0.998218,0.000021841217,0.0011988556,0.0000023801197,0.0000012748407,0.0000045551246,0.00008961664,0.0000056442054,0.00045778908],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99969935,0.000049461752,0.000019168374,0.000049386763,0.00011986954,0.000062724335],"domain_scores_gemma":[0.99946934,0.00016740512,0.00006031569,0.000044164488,0.00020611477,0.000052737276],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004791127,0.00088790135,0.0005908914,0.0011320285,0.0003725974,0.0005241218,0.00079610606,0.0007601094,0.0023292566],"category_scores_gemma":[0.0007803467,0.0002739713,0.0006250332,0.0008328632,0.00037155914,0.0004910102,0.00034020824,0.00036814137,0.00037719304],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0061383317,0.0012013359,0.025979562,0.00028954793,0.0001766957,0.0006227577,0.00026293483,0.53446233,0.3546664,0.00072286953,0.00035953533,0.075117655],"study_design_scores_gemma":[0.00013215408,0.013181192,0.06620163,0.000025923997,0.0004269999,0.00026810233,0.000660968,0.7922228,0.12580402,0.00024790826,0.0007406476,0.00008758825],"about_ca_topic_score_codex":0.0032791344,"about_ca_topic_score_gemma":0.006854972,"teacher_disagreement_score":0.0032791344,"about_ca_system_score_codex":0.00042698192,"about_ca_system_score_gemma":0.00028425088,"threshold_uncertainty_score":0.007792175},"labels":[],"label_agreement":null},{"id":"W2004433060","doi":"10.1016/j.engstruct.2015.02.018","title":"Experimental investigation of the composite action between hollowcore slabs with machine-cast finish and concrete topping","year":2015,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":41,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Precast concrete; Structural engineering; Surface finish; Topping; Composite number; Surface roughness; Prestressed concrete; Full scale; Ultimate tensile strength; Engineering; Composite material; Materials science","score_opus":0.022632259991674664,"score_gpt":0.22606114726931162,"score_spread":0.20342888727763694,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2004433060","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99777716,0.000057652695,0.0010605734,0.00000779514,0.000012955271,0.00001501232,0.000059208687,0.000029578003,0.0009801022],"genre_scores_gemma":[0.997995,0.000036369525,0.0007978802,0.0000052163527,0.0000051783463,0.000008549846,0.000038460203,0.000011466485,0.001101738],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99948055,0.000044922774,0.00001979021,0.000093959665,0.00019244003,0.00016837007],"domain_scores_gemma":[0.99907255,0.0004025584,0.00012208083,0.000109283,0.00016990904,0.00012350363],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00050390704,0.00055505516,0.0005682007,0.00036159004,0.0007358063,0.00029967376,0.00055216573,0.00081143354,0.0042387],"category_scores_gemma":[0.00097095285,0.0003634128,0.00046002935,0.0002524889,0.00084020616,0.00037703826,0.0005282875,0.0006723903,0.0002953094],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010594629,0.00035646526,0.00056434266,0.00006326945,0.000012851259,0.000093097326,0.00016348754,0.001714492,0.9944253,0.0002029045,0.000046246383,0.0012981535],"study_design_scores_gemma":[0.000083189574,0.0039187726,0.010665878,0.000008826382,0.00004436688,0.00008877207,0.00022551678,0.008165161,0.9762248,0.000065334614,0.0004925448,0.000016828242],"about_ca_topic_score_codex":0.001786642,"about_ca_topic_score_gemma":0.0018844492,"teacher_disagreement_score":0.0042387,"about_ca_system_score_codex":0.00029766004,"about_ca_system_score_gemma":0.00041558352,"threshold_uncertainty_score":0.014179826},"labels":[],"label_agreement":null},{"id":"W2004516473","doi":"10.1016/j.engstruct.2007.10.009","title":"Behavior of base restrained reinforced concrete walls under volumetric change","year":2007,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":38,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Shrinkage; Finite element method; Structural engineering; Reinforcement; Parametric statistics; Materials science; Deformation (meteorology); Reinforced concrete; Base (topology); Composite material; Engineering; Mathematics","score_opus":0.017212295090625877,"score_gpt":0.23404550175152233,"score_spread":0.21683320666089645,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2004516473","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980742,0.00002106473,0.00064983795,0.000009504738,0.0000035089042,0.0000027798408,0.000038559923,0.000035062032,0.001165502],"genre_scores_gemma":[0.99945253,0.000014382118,0.00008439701,0.0000027998353,7.952696e-7,0.0000010451,0.000046838028,0.0000064891215,0.00039080967],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998895,0.000010506022,0.0000026745183,0.000016636777,0.00003444214,0.00004629947],"domain_scores_gemma":[0.9996227,0.00013798238,0.00006145793,0.000029307792,0.00006890245,0.00007960282],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012717939,0.00015878135,0.00021977644,0.00037413609,0.000271331,0.00038898241,0.00036044844,0.0003676442,0.0023388572],"category_scores_gemma":[0.0007749271,0.000200701,0.00018058298,0.0002299097,0.0006137538,0.00024234281,0.0002631776,0.00032297368,0.00027503172],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012714816,0.00022246692,0.009009369,0.00005967145,0.000037164515,0.001016637,0.0006267405,0.27339935,0.70252395,0.002539529,0.0004897151,0.008803958],"study_design_scores_gemma":[0.000053818414,0.00097155577,0.07553296,0.000037569804,0.000045238296,0.00030398302,0.0007883099,0.6231341,0.29703832,0.0011201515,0.0008947898,0.00007918238],"about_ca_topic_score_codex":0.0027797404,"about_ca_topic_score_gemma":0.0014872497,"teacher_disagreement_score":0.0027797404,"about_ca_system_score_codex":0.00029045893,"about_ca_system_score_gemma":0.00021614552,"threshold_uncertainty_score":0.007824242},"labels":[],"label_agreement":null},{"id":"W2009371927","doi":"10.1016/j.engstruct.2007.02.017","title":"Seismic behavior and capacity/demand analyses of three multi-span simply supported bridges","year":2007,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Ministère de la Santé et des Services sociaux","keywords":"Pier; Structural engineering; Parametric statistics; Span (engineering); Bridge (graph theory); Vulnerability (computing); Seismic analysis; Engineering; Incremental Dynamic Analysis; Seismic retrofit; Fragility; Seismic loading; Computer science; Civil engineering; Reinforced concrete; Mathematics; Statistics","score_opus":0.023451684432146434,"score_gpt":0.2638048022422806,"score_spread":0.24035311781013416,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2009371927","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99821955,0.0000059496874,0.0011070898,0.00001169108,9.142223e-7,0.0000017483676,0.00002434259,0.000015484118,0.0006132396],"genre_scores_gemma":[0.99941576,0.000004437162,0.0002735333,0.0000016960323,6.5780785e-7,0.0000016459217,0.000033943335,0.0000038654844,0.00026434424],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998994,0.000013623284,0.0000049579976,0.000013136478,0.000038309823,0.00003063205],"domain_scores_gemma":[0.9995745,0.00017614693,0.0000615295,0.000034355387,0.000094378214,0.000059164333],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020657212,0.0003880881,0.00032952163,0.0006918599,0.0003965068,0.00026999685,0.00052731304,0.00058013154,0.0016599417],"category_scores_gemma":[0.0006101921,0.00026146887,0.00029680482,0.0004859415,0.0005200174,0.00025914045,0.00033008127,0.0002768829,0.00018019372],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011679109,0.00050553906,0.03006434,0.000078313875,0.00007502346,0.0010906234,0.0010749305,0.6253316,0.3098842,0.003032513,0.00060471677,0.027090305],"study_design_scores_gemma":[0.000012255205,0.00024922143,0.02996858,0.0000032291719,0.00002181799,0.00011965259,0.00028387897,0.9559072,0.012897783,0.0003447245,0.00017170036,0.000019868387],"about_ca_topic_score_codex":0.0045379084,"about_ca_topic_score_gemma":0.0056527476,"teacher_disagreement_score":0.0045379084,"about_ca_system_score_codex":0.0004076423,"about_ca_system_score_gemma":0.0002852113,"threshold_uncertainty_score":0.009023011},"labels":[],"label_agreement":null},{"id":"W2010476837","doi":"10.1016/j.engstruct.2014.06.044","title":"Seismic performance of a steel moment-resisting frame subject to strength and ductility uncertainty","year":2014,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":105,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Fragility; Structural engineering; Ductility (Earth science); Moment (physics); Monte Carlo method; Frame (networking); Quality (philosophy); Deformation (meteorology); Seismic loading; Structural system; Incremental Dynamic Analysis; Component (thermodynamics); Engineering; Computer science; Seismic analysis; Mathematics; Geology; Statistics; Materials science","score_opus":0.0038155335596769696,"score_gpt":0.18914993788119863,"score_spread":0.18533440432152165,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2010476837","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98290884,0.00009437785,0.011292351,0.00023646578,0.000021305072,0.000010964632,0.00016309862,0.00007884174,0.005193771],"genre_scores_gemma":[0.9977647,0.000041782136,0.00057632785,0.000012680919,0.000009686453,0.0000053134563,0.00008271987,0.000011297976,0.0014954099],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997328,0.00008715848,0.000012049644,0.00003489361,0.0000628833,0.00007018036],"domain_scores_gemma":[0.99860376,0.000944205,0.00013213285,0.000050154023,0.00015384352,0.00011591751],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010572461,0.0005704084,0.0006425584,0.0005289309,0.0005332423,0.0006214538,0.00047713285,0.0015022655,0.0020234615],"category_scores_gemma":[0.0020838233,0.0003076979,0.00034553756,0.00051392906,0.0012030384,0.00047027023,0.00056764344,0.0004539419,0.00032412887],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011494923,0.00009336082,0.0023597097,0.000052799343,0.00003626922,0.00045214265,0.00012450169,0.9683395,0.021199392,0.0027154447,0.00035355665,0.0031238617],"study_design_scores_gemma":[0.000020133428,0.00020100959,0.0033943234,0.0000052388923,0.000019931325,0.00003385463,0.000051210412,0.9929985,0.002817904,0.00037205577,0.00007162701,0.000014206982],"about_ca_topic_score_codex":0.00673944,"about_ca_topic_score_gemma":0.0028336397,"teacher_disagreement_score":0.00673944,"about_ca_system_score_codex":0.00057481683,"about_ca_system_score_gemma":0.0005593675,"threshold_uncertainty_score":0.013400435},"labels":[],"label_agreement":null},{"id":"W2012643667","doi":"10.1016/j.engstruct.2012.12.031","title":"A numerical element for vehicle–bridge interaction analysis of vehicles experiencing sudden deceleration","year":2013,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":46,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Acceleration; Deflection (physics); Structural engineering; Bridge (graph theory); Substructure; Contact force; Vehicle dynamics; Finite element method; Engineering; Computer science; Automotive engineering; Physics","score_opus":0.007463484556702412,"score_gpt":0.22570017559061703,"score_spread":0.21823669103391463,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2012643667","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.11489472,0.00014816894,0.865964,0.0002480147,0.0001489841,0.00017271683,0.00016819421,0.00033185942,0.017923323],"genre_scores_gemma":[0.7572858,0.0002673228,0.22391023,0.00014293654,0.00005740438,0.00038773555,0.00031289153,0.00023730866,0.017398452],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998555,0.00003101353,0.000006905353,0.000018277648,0.00007071203,0.000017544282],"domain_scores_gemma":[0.9997596,0.00010741842,0.000017242552,0.00002882351,0.0000664907,0.000020341196],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031234504,0.000379615,0.00055004016,0.00046992383,0.0006928718,0.00063406443,0.0014203192,0.001742233,0.004950961],"category_scores_gemma":[0.00087525585,0.000418565,0.0005494983,0.00031305186,0.0006229352,0.00053844013,0.00096093776,0.00075782504,0.00080955186],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007346647,0.00019167113,0.0012658905,0.00008645971,0.000029993245,0.00017255133,0.0002098617,0.9430261,0.021361968,0.013501017,0.000889415,0.01919156],"study_design_scores_gemma":[0.0000035149883,0.000017129338,0.00009680758,0.0000042384663,0.0000027066542,0.000012660989,0.000020819552,0.9978987,0.00070403126,0.00042537632,0.0008107857,0.0000032009707],"about_ca_topic_score_codex":0.0028204476,"about_ca_topic_score_gemma":0.002551564,"teacher_disagreement_score":0.004950961,"about_ca_system_score_codex":0.00033001017,"about_ca_system_score_gemma":0.00078890123,"threshold_uncertainty_score":0.01656264},"labels":[],"label_agreement":null},{"id":"W2013079804","doi":"10.1016/j.engstruct.2012.10.028","title":"Multi-criteria optimization and seismic performance assessment of carbon FRP-based elastomeric isolator","year":2013,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":49,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Fibre-reinforced plastic; Structural engineering; Elastomer; Isolator; Substructure; Stiffness; Materials science; Finite element method; Natural rubber; Bearing (navigation); Carbon fiber reinforced polymer; Composite material; Composite number; Engineering; Computer science","score_opus":0.003902644037431037,"score_gpt":0.20616445341757306,"score_spread":0.20226180938014202,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2013079804","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.62023497,0.00051277166,0.3624299,0.0002144111,0.00004102799,0.00007995006,0.00012749863,0.00028475837,0.016074697],"genre_scores_gemma":[0.98417413,0.00006978559,0.013483737,0.000019139039,0.0000054224065,0.000050981784,0.00004118123,0.000016217458,0.0021393576],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996275,0.0001345529,0.000013867832,0.00005191461,0.00011336425,0.00005893567],"domain_scores_gemma":[0.99945575,0.0002835632,0.00008502087,0.000023470233,0.00012350247,0.000028615254],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00082978886,0.0009977254,0.0008278835,0.0006672025,0.00047251603,0.0007883193,0.00070771115,0.0016043251,0.0016673639],"category_scores_gemma":[0.000973926,0.0003647319,0.00061390264,0.00046817743,0.0004233162,0.00046633012,0.00052014826,0.00045240019,0.00022112862],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010065579,0.000039005397,0.00023864691,0.000056048182,0.000013357362,0.000057947364,0.0000118630405,0.9859051,0.0074478015,0.00038133777,0.00008007198,0.0056681237],"study_design_scores_gemma":[0.000005126223,0.00012511144,0.00023048653,0.0000035078262,0.000009077851,0.000009595385,0.000009406347,0.99727005,0.002166274,0.000079817735,0.00008784943,0.0000037980294],"about_ca_topic_score_codex":0.0035402486,"about_ca_topic_score_gemma":0.0029241696,"teacher_disagreement_score":0.0035402486,"about_ca_system_score_codex":0.00071065576,"about_ca_system_score_gemma":0.0005510571,"threshold_uncertainty_score":0.0070393085},"labels":[],"label_agreement":null},{"id":"W2014801818","doi":"10.1016/j.engstruct.2013.08.017","title":"Behavior and response of lead-caulked bell–spigot joints in cast iron water mains","year":2013,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Hammer; Joint (building); Ultimate tensile strength; Structural engineering; Stress (linguistics); Lead (geology); Engineering; Linear relationship; Materials science; Composite material; Geology; Mathematics","score_opus":0.00454823042329689,"score_gpt":0.18542699198525955,"score_spread":0.18087876156196267,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2014801818","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9995809,0.000005473843,0.00009957425,0.000004166723,0.0000012853671,0.0000019309232,0.000016193979,0.0000099400195,0.00028033534],"genre_scores_gemma":[0.99931264,0.000003207919,0.000048884027,0.0000024247042,3.3847382e-7,0.0000010605715,0.000021791018,0.0000022827917,0.0006074498],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99990845,0.000008161117,0.000002436835,0.000017354236,0.000025470426,0.000038104194],"domain_scores_gemma":[0.9997038,0.00006790775,0.000029281002,0.000018384217,0.000105263185,0.00007534495],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010744143,0.00019337388,0.00021196074,0.00037251372,0.00038697777,0.00023174011,0.0003277805,0.00045094255,0.0035640902],"category_scores_gemma":[0.00049052155,0.0002083218,0.00017694716,0.0001524219,0.00043996095,0.00017231012,0.00026175322,0.00026379255,0.00044964685],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0026632797,0.00028849806,0.03337036,0.00005684018,0.000026706848,0.0006885725,0.001051198,0.012041343,0.93953633,0.00020146443,0.0004474196,0.009628037],"study_design_scores_gemma":[0.000075283824,0.003457804,0.58132255,0.000027923454,0.000043871143,0.00028992342,0.0029898186,0.10223726,0.30738166,0.00025848715,0.0018484814,0.00006686579],"about_ca_topic_score_codex":0.008060481,"about_ca_topic_score_gemma":0.012802675,"teacher_disagreement_score":0.008060481,"about_ca_system_score_codex":0.00035981293,"about_ca_system_score_gemma":0.00026491616,"threshold_uncertainty_score":0.016027153},"labels":[],"label_agreement":null},{"id":"W2015046987","doi":"10.1016/j.engstruct.2013.03.020","title":"Crack width in concrete using artificial neural networks","year":2013,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":43,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland; Toronto Metropolitan University","funders":"","keywords":"Serviceability (structure); Artificial neural network; Structural engineering; Cover (algebra); Limit state design; Concrete cover; Computer science; Backpropagation; Reinforced concrete; Engineering; Artificial intelligence; Mechanical engineering","score_opus":0.009773099052867617,"score_gpt":0.20294509676007746,"score_spread":0.19317199770720986,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2015046987","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.35702738,0.00090481294,0.6367895,0.0002500849,0.00010567853,0.00003790423,0.000121045996,0.0006761088,0.0040874775],"genre_scores_gemma":[0.96670884,0.00015511086,0.03096787,0.000020920002,0.000030481331,0.000023640518,0.00006725238,0.000034799086,0.0019910529],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99990094,0.000026005233,0.000007699465,0.000024886032,0.0000290225,0.00001150234],"domain_scores_gemma":[0.99897707,0.00062173256,0.00010028217,0.00005255936,0.00021417678,0.000034317472],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000507555,0.0003639497,0.00036465557,0.000533176,0.00016580227,0.00042805154,0.0006402514,0.0008784839,0.00092504773],"category_scores_gemma":[0.0021201053,0.00042945382,0.00032331934,0.000411164,0.000325537,0.0008353752,0.00035707446,0.00066094584,0.00016220148],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004827031,0.000026285494,0.0010888013,0.000020704474,0.000013411816,0.000017657985,0.000012787153,0.97288686,0.0014299928,0.00067226944,0.00012298921,0.023659963],"study_design_scores_gemma":[7.5252774e-7,0.0000017631804,0.0000949928,0.0000011067508,7.5461253e-7,8.9859867e-7,6.940204e-7,0.99960417,0.000122000514,0.00015839648,0.000013353943,9.80468e-7],"about_ca_topic_score_codex":0.0086494675,"about_ca_topic_score_gemma":0.009168708,"teacher_disagreement_score":0.0086494675,"about_ca_system_score_codex":0.00057993084,"about_ca_system_score_gemma":0.0002720078,"threshold_uncertainty_score":0.017198265},"labels":[],"label_agreement":null},{"id":"W2015712160","doi":"10.1016/s0141-0296(02)00160-8","title":"Evaluation of impact factors for composite concrete–steel cellular straight bridges","year":2003,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University; University of Windsor","funders":"","keywords":"Structural engineering; Truck; Deck; Parametric statistics; Engineering; Composite number; Deflection (physics); Bridge (graph theory); Bracing; Structural load; Chord (peer-to-peer); Girder; Computer science; Automotive engineering; Brace","score_opus":0.015407874820267906,"score_gpt":0.2527327574473365,"score_spread":0.23732488262706858,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2015712160","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97969866,0.00013791266,0.017829388,0.000008117583,0.0000050538183,0.000029826559,0.00004279855,0.000051704083,0.0021966933],"genre_scores_gemma":[0.9976356,0.000043839456,0.0018688557,0.0000013360394,0.0000015374522,0.00000480918,0.00004875831,0.000008531465,0.0003867242],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995615,0.00007686857,0.000010564536,0.00004032081,0.00023634345,0.000074366784],"domain_scores_gemma":[0.99834895,0.00089365395,0.000090100104,0.00006095791,0.0005206993,0.00008568909],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006858772,0.00069409877,0.00037578898,0.0013032685,0.00040306846,0.00038527182,0.00043365714,0.00051834126,0.0023838594],"category_scores_gemma":[0.0025192806,0.00020995416,0.00040973988,0.00074997614,0.00027584634,0.0004921413,0.00033107278,0.00022347773,0.00025498358],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.004750442,0.0008373709,0.042045627,0.00032768532,0.00009632038,0.000530731,0.00032622015,0.33829856,0.47255167,0.0026458607,0.0005228432,0.13706662],"study_design_scores_gemma":[0.00008400106,0.0033200104,0.07362475,0.000030316876,0.00016742082,0.000267921,0.00044644976,0.66317886,0.25679833,0.0008994308,0.0011241953,0.000058287198],"about_ca_topic_score_codex":0.0036309992,"about_ca_topic_score_gemma":0.0056982078,"teacher_disagreement_score":0.0036309992,"about_ca_system_score_codex":0.00064875185,"about_ca_system_score_gemma":0.0004644301,"threshold_uncertainty_score":0.007974803},"labels":[],"label_agreement":null},{"id":"W2017521998","doi":"10.1016/j.engstruct.2011.09.021","title":"Field testing and analysis of aluminum highway sign trusses","year":2011,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Response to Dynamic Loads","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Hatch (Canada)","funders":"Federal Highway Administration; Illinois Department of Transportation","keywords":"Structural engineering; Truss; Engineering; Strain gauge; Truss bridge; Bridge (graph theory); Cantilever; Wind engineering","score_opus":0.011846473115269634,"score_gpt":0.19871640161807927,"score_spread":0.18686992850280965,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2017521998","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.996269,0.000022595252,0.0027290438,0.000013196913,0.0000030211388,0.000012000992,0.00004421523,0.00003915314,0.00086775783],"genre_scores_gemma":[0.99791855,0.000014667393,0.0010872075,0.0000050821245,0.0000012022645,0.000008029453,0.00006289118,0.000005770528,0.0008965994],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99972695,0.000059535,0.000009404124,0.000032720138,0.00012092162,0.000050429215],"domain_scores_gemma":[0.99901307,0.0003556328,0.000066041175,0.00009861694,0.000393804,0.00007275588],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038381154,0.00034626992,0.00025917505,0.0006140837,0.0003585638,0.00014931396,0.00075595436,0.0005853572,0.0023475017],"category_scores_gemma":[0.0009299195,0.0002391249,0.0001752262,0.0002773225,0.000536028,0.00030202168,0.0002564596,0.00021773616,0.00029836182],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013785643,0.001116257,0.012580925,0.00017457067,0.000025839503,0.0004161687,0.00047208337,0.14035083,0.7944069,0.0009287025,0.00077675364,0.04737236],"study_design_scores_gemma":[0.00016651237,0.006904778,0.05044093,0.00003052459,0.000031317493,0.00038192744,0.00071923184,0.62163013,0.31703067,0.000716828,0.0019028691,0.00004429973],"about_ca_topic_score_codex":0.0028004355,"about_ca_topic_score_gemma":0.0046228827,"teacher_disagreement_score":0.0028004355,"about_ca_system_score_codex":0.00029311003,"about_ca_system_score_gemma":0.00020304367,"threshold_uncertainty_score":0.00785315},"labels":[],"label_agreement":null},{"id":"W2025026435","doi":"10.1016/j.engstruct.2013.12.028","title":"A study on vibration isolation for wind turbine structures","year":2014,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":46,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Nacelle; Turbine; Structural engineering; Engineering; Vibration isolation; Tower; Base isolation; Parametric statistics; Finite element method; Isolation (microbiology); Vibration; Structural system; Marine engineering; Mechanical engineering; Acoustics","score_opus":0.006368719676996824,"score_gpt":0.21341278296333357,"score_spread":0.20704406328633676,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2025026435","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8843563,0.0010476107,0.09579097,0.00010065289,0.0000642395,0.000050722636,0.0000485692,0.00009628623,0.018444652],"genre_scores_gemma":[0.99347866,0.00027513874,0.0040196185,0.000022575718,0.000038491686,0.000009927827,0.000060038677,0.000020615813,0.0020749841],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996736,0.00007034842,0.000011628846,0.000050538074,0.00015030222,0.000043537595],"domain_scores_gemma":[0.99913883,0.0005709716,0.000053377567,0.000058196707,0.00013509631,0.000043525844],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030046393,0.00053662306,0.00046536696,0.0004664108,0.0004288588,0.0003406954,0.00038434958,0.00050057797,0.0031708677],"category_scores_gemma":[0.0011461328,0.00013725291,0.00045694382,0.0003484906,0.00029812127,0.0005837009,0.00031237956,0.0003819216,0.00036443456],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002422306,0.0020390858,0.011960265,0.0014805227,0.0002875305,0.0015249854,0.00088306447,0.15675522,0.5851713,0.0065241857,0.0012662567,0.22968534],"study_design_scores_gemma":[0.00013477248,0.0071778162,0.04312197,0.00012724772,0.00064461294,0.0016898856,0.001215734,0.7056037,0.22959436,0.0031060567,0.0075111473,0.00007260459],"about_ca_topic_score_codex":0.00068734953,"about_ca_topic_score_gemma":0.00082008017,"teacher_disagreement_score":0.0031708677,"about_ca_system_score_codex":0.0001178612,"about_ca_system_score_gemma":0.00022909525,"threshold_uncertainty_score":0.01060766},"labels":[],"label_agreement":null},{"id":"W2027633517","doi":"10.1016/j.engstruct.2007.07.026","title":"Compound-element modeling accounting for semi-rigid connections and member plasticity","year":2007,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo; Atomic Energy (Canada)","funders":"","keywords":"Plasticity; Stiffness; Structural engineering; Finite element method; Rotation (mathematics); Moment (physics); Connection (principal bundle); Deformation (meteorology); Shear (geology); Yield surface; Element (criminal law); Materials science; Mathematics; Engineering; Geometry; Constitutive equation; Physics; Classical mechanics; Law; Composite material","score_opus":0.01063497509546282,"score_gpt":0.23038430435872942,"score_spread":0.2197493292632666,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2027633517","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.084939905,0.00023589455,0.886368,0.00013437841,0.00015830113,0.00009353075,0.00036828764,0.000556137,0.027145628],"genre_scores_gemma":[0.8248899,0.00045727126,0.14407897,0.00010069239,0.000066263354,0.00021416854,0.0005272288,0.0004539716,0.029211575],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99981207,0.000037004684,0.000011450002,0.000038899587,0.00007672545,0.000023838513],"domain_scores_gemma":[0.99963963,0.000110125206,0.000048469305,0.000079463236,0.000098090124,0.000024250685],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038690586,0.0007611144,0.0014370353,0.00066420704,0.0006356182,0.0010814546,0.0028593526,0.0024511453,0.006746358],"category_scores_gemma":[0.0011850664,0.00086370454,0.0007273316,0.0010006784,0.0007700594,0.0021009222,0.000733273,0.00088426203,0.0017180264],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010137376,0.000022347118,0.00021965154,0.000025845991,0.000012221282,0.00005843189,0.000022625552,0.98018473,0.0025016645,0.011650464,0.00031828566,0.004973719],"study_design_scores_gemma":[0.0000020631253,0.0000066287507,0.00006491361,0.0000026484663,0.000005123567,0.000017262415,0.000006271326,0.9977634,0.0004097101,0.0012441225,0.00047499538,0.000002806198],"about_ca_topic_score_codex":0.0031436651,"about_ca_topic_score_gemma":0.007774226,"teacher_disagreement_score":0.006746358,"about_ca_system_score_codex":0.00057597016,"about_ca_system_score_gemma":0.0012041826,"threshold_uncertainty_score":0.022568822},"labels":[],"label_agreement":null},{"id":"W2027850782","doi":"10.1016/j.engstruct.2013.02.038","title":"Concrete masonry infilled steel frames subjected to combined in-plane lateral and axial loading – An experimental study","year":2013,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":37,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Infill; Structural engineering; Masonry; Stiffness; Geotechnical engineering; Structural load; Ultimate load; Beam (structure); Materials science; Geology; Engineering; Finite element method","score_opus":0.0047431131055528375,"score_gpt":0.20442829576054092,"score_spread":0.19968518265498808,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2027850782","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994948,0.000009662174,0.00019176089,0.0000019174533,0.0000024529163,0.0000062586355,0.000019702906,0.000003573226,0.00026971046],"genre_scores_gemma":[0.9989905,0.00002252869,0.00022584588,0.0000019294,0.0000027097085,0.000007146515,0.00003102807,0.000002831691,0.0007154716],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99967456,0.000038817754,0.00001238706,0.00005386753,0.0001129778,0.00010742004],"domain_scores_gemma":[0.99955875,0.00013928064,0.00008738532,0.00005543499,0.00010022809,0.00005901919],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003900632,0.00064330566,0.00062868965,0.00047963814,0.0007749079,0.0002645918,0.0005778265,0.00083280366,0.0024936125],"category_scores_gemma":[0.0004993756,0.000397476,0.00043184185,0.0003393841,0.001228208,0.00044498884,0.000446225,0.00042419683,0.00032064505],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0026275252,0.0020425362,0.0034841867,0.000109324865,0.000028397832,0.0006311054,0.00048630225,0.011741492,0.97474176,0.00043145337,0.000117779404,0.0035582315],"study_design_scores_gemma":[0.00037173764,0.023404425,0.123698816,0.000044954268,0.00018952356,0.0006945235,0.001995202,0.058663316,0.7887916,0.0004547145,0.0016025042,0.00008866278],"about_ca_topic_score_codex":0.0024768324,"about_ca_topic_score_gemma":0.0039515374,"teacher_disagreement_score":0.0024936125,"about_ca_system_score_codex":0.00033382603,"about_ca_system_score_gemma":0.00043475957,"threshold_uncertainty_score":0.008341968},"labels":[],"label_agreement":null},{"id":"W2031477190","doi":"10.1016/j.engstruct.2009.06.011","title":"Finite element study of steel beams reinforced while under load","year":2009,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":62,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Structural engineering; Welding; Flange; Finite element method; Beam (structure); Materials science; Preload; Ultimate load; Reduction (mathematics); Composite material; Engineering; Mathematics","score_opus":0.007435765077040075,"score_gpt":0.20824146686777073,"score_spread":0.20080570179073065,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2031477190","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95000243,0.00010967858,0.03871465,0.000107067506,0.00002712282,0.000029143695,0.000114469156,0.00010681947,0.010788652],"genre_scores_gemma":[0.9907612,0.000056625104,0.0055524795,0.00001554309,0.0000049922346,0.000020744874,0.00007824861,0.000026026402,0.0034842044],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99986553,0.00002979715,0.000004772411,0.000016066142,0.00006227446,0.00002163697],"domain_scores_gemma":[0.9994332,0.00034234484,0.00005312238,0.000048329515,0.00009124255,0.000031739615],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002313361,0.00034326417,0.00053401466,0.0006233559,0.00042849348,0.0003628873,0.00077372725,0.0009543902,0.0026790574],"category_scores_gemma":[0.0010661291,0.00030062324,0.00034140554,0.00041629325,0.0007593908,0.00035180786,0.00028900045,0.0003102867,0.0003232922],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025175657,0.00026785166,0.004278231,0.00010693563,0.000050742736,0.00035973976,0.00045312033,0.9130237,0.061134387,0.0051666307,0.00052415405,0.014382731],"study_design_scores_gemma":[0.000008069714,0.000096464144,0.001783521,0.000007343306,0.000009662983,0.000054533284,0.00013358203,0.99230003,0.00474702,0.00035429132,0.00049833837,0.0000070345504],"about_ca_topic_score_codex":0.0043165977,"about_ca_topic_score_gemma":0.004458925,"teacher_disagreement_score":0.0043165977,"about_ca_system_score_codex":0.00023954727,"about_ca_system_score_gemma":0.00043357175,"threshold_uncertainty_score":0.008962333},"labels":[],"label_agreement":null},{"id":"W2033569026","doi":"10.1016/j.engstruct.2010.03.008","title":"Statistics of inelastic responses of hysteretic systems under bidirectional seismic excitations","year":2010,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":41,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Ductility (Earth science); Structural engineering; Nonlinear system; Stiffness; Vibration; Parametric statistics; Statistical physics; Physics; Mathematics; Engineering; Statistics","score_opus":0.005801249090738608,"score_gpt":0.21009189240089146,"score_spread":0.20429064331015284,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2033569026","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95927614,0.000074161886,0.03820735,0.0001077112,0.00000803716,0.000008836046,0.0003121382,0.00009678984,0.0019089183],"genre_scores_gemma":[0.99852645,0.000042983735,0.00042100187,0.0000052354817,0.0000075945577,0.00000540086,0.00021276512,0.000013403382,0.00076509814],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99973124,0.00006347572,0.000016369682,0.00005570086,0.00006884996,0.00006434344],"domain_scores_gemma":[0.99463487,0.0035669054,0.00078931934,0.00032319478,0.0003750878,0.00031067975],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008934691,0.00031778557,0.00040066816,0.00069615006,0.00019436599,0.0005231293,0.0003891692,0.00055022415,0.002767992],"category_scores_gemma":[0.005678784,0.00029579378,0.00019952774,0.0005240953,0.00081855303,0.00068315136,0.00059528876,0.00040156484,0.00036514766],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010981166,0.00020520126,0.046343215,0.00022667661,0.00011565899,0.00086882047,0.00051724917,0.79800797,0.06265287,0.055890672,0.0013500266,0.032723483],"study_design_scores_gemma":[0.000008649484,0.00013732538,0.045657642,0.000011837775,0.000022640923,0.0002270119,0.00018521104,0.93926674,0.0053859693,0.008810568,0.00024224128,0.000044249322],"about_ca_topic_score_codex":0.00081450323,"about_ca_topic_score_gemma":0.0010759471,"teacher_disagreement_score":0.002767992,"about_ca_system_score_codex":0.00032088085,"about_ca_system_score_gemma":0.00029703128,"threshold_uncertainty_score":0.00925982},"labels":[],"label_agreement":null},{"id":"W2035290853","doi":"10.1016/j.engstruct.2011.06.021","title":"Real-time dynamic substructuring testing of viscous seismic protective devices for bridge structures","year":2011,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Hydraulic and Pneumatic Systems","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke; Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada; Polytechnique Montréal","keywords":"Dynamic testing; Nonlinear system; Bridge (graph theory); Structural engineering; Displacement (psychology); Earthquake shaking table; Dissipation; Stiffness; Shock (circulatory); Engineering; Computer science","score_opus":0.014016490508920374,"score_gpt":0.21377875925042994,"score_spread":0.19976226874150957,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2035290853","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9764118,0.000088490335,0.022108413,0.000061460705,0.000022741786,0.000019715773,0.000060119877,0.00022411243,0.0010030572],"genre_scores_gemma":[0.998066,0.000017019001,0.0014088501,0.000010500592,0.0000021682881,0.0000047030844,0.000018499497,0.000007317931,0.0004650192],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997689,0.000038342434,0.000009527191,0.000036722027,0.00011472717,0.000031664094],"domain_scores_gemma":[0.99939966,0.00029848452,0.000082585066,0.00007586473,0.00009759589,0.00004583502],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022813487,0.000499974,0.00025475904,0.00039217746,0.00018695896,0.0002880138,0.0005662606,0.0006112334,0.0021267678],"category_scores_gemma":[0.00094023324,0.00021492645,0.00012372376,0.00013151923,0.0004789145,0.0005346913,0.0003421667,0.00020449267,0.00023257105],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016249168,0.00022984805,0.0048388005,0.00019145587,0.000024497469,0.0005154102,0.00054893136,0.018204222,0.90800333,0.00034059017,0.00048219223,0.064995855],"study_design_scores_gemma":[0.00018727424,0.0046226997,0.047460817,0.000047042522,0.00006724087,0.0011146865,0.0005282386,0.4187154,0.52407116,0.00082276796,0.002283678,0.0000789553],"about_ca_topic_score_codex":0.00056971103,"about_ca_topic_score_gemma":0.0011087577,"teacher_disagreement_score":0.0021267678,"about_ca_system_score_codex":0.00022419308,"about_ca_system_score_gemma":0.00013540246,"threshold_uncertainty_score":0.0071147084},"labels":[],"label_agreement":null},{"id":"W2037109351","doi":"10.1016/j.engstruct.2014.05.024","title":"Distortional theory for the analysis of wide flange steel beams","year":2014,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Timoshenko beam theory; Image warping; Finite element method; Flange; Boundary value problem; Beam (structure); Structural engineering; Differential equation; Mathematics; Mathematical analysis; Engineering; Computer science","score_opus":0.00405046942929767,"score_gpt":0.19054681333635798,"score_spread":0.1864963439070603,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2037109351","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.017854553,0.00101263,0.96407276,0.00024472247,0.00013320692,0.000017456056,0.00008963292,0.00006505324,0.0165101],"genre_scores_gemma":[0.80448705,0.0034218484,0.1400966,0.00031635805,0.00033688216,0.00017283075,0.00029663788,0.00024027553,0.050631396],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998554,0.000027582293,0.000003626895,0.00001105114,0.000090506765,0.000011885033],"domain_scores_gemma":[0.9998029,0.000066022636,0.000019340643,0.000024743782,0.00007243413,0.000014627736],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002831719,0.00050210836,0.00030583082,0.0006146758,0.0003352373,0.00041680073,0.0010500907,0.00037754484,0.004324458],"category_scores_gemma":[0.00089431094,0.00019410411,0.00036999007,0.00049234164,0.00093202665,0.0006232912,0.0005228016,0.0006232998,0.0006924543],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000038027327,0.000024281962,0.0006568537,0.00010115594,0.000025887486,0.00012692047,0.0001208272,0.22060709,0.00985291,0.7265355,0.0042224587,0.037688106],"study_design_scores_gemma":[0.000006199587,0.000025382767,0.0006672599,0.000014364108,0.000008074966,0.000111710164,0.000058422997,0.805605,0.0014608704,0.18028137,0.011748486,0.000012865667],"about_ca_topic_score_codex":0.0021799991,"about_ca_topic_score_gemma":0.0027185306,"teacher_disagreement_score":0.004324458,"about_ca_system_score_codex":0.0006012695,"about_ca_system_score_gemma":0.00041112537,"threshold_uncertainty_score":0.014466763},"labels":[],"label_agreement":null},{"id":"W2040351267","doi":"10.1016/s0141-0296(03)00062-2","title":"Seismic retrofitting of highway bridges in Illinois using friction pendulum seismic isolation bearings and modeling procedures","year":2003,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":60,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Retrofitting; Bridge (graph theory); Seismic retrofit; Engineering; Pier; Structural engineering; Expansion joint; Seismic analysis; Pendulum; Civil engineering; Reinforced concrete; Mechanical engineering","score_opus":0.008896182763096087,"score_gpt":0.20549388151127546,"score_spread":0.19659769874817937,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2040351267","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99541724,0.000007776273,0.0031112987,0.000014802185,0.0000019185354,0.000009262248,0.000019802716,0.00006439424,0.0013535083],"genre_scores_gemma":[0.998078,0.000008363284,0.001336713,0.0000016273551,6.830064e-7,0.000005047813,0.000023210661,0.0000040333584,0.0005423255],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997938,0.0000646263,0.000009909602,0.000035721907,0.000062610256,0.000033369557],"domain_scores_gemma":[0.9995585,0.00015400867,0.000056530385,0.000033372686,0.0001606566,0.000037037273],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043533643,0.00047634033,0.00034987528,0.00070687535,0.0006459046,0.00048004158,0.0006015403,0.0005435753,0.0010581465],"category_scores_gemma":[0.00069859443,0.000386038,0.00023194191,0.0005622035,0.0003170871,0.0004911705,0.00032998092,0.0002689976,0.00018497513],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009248184,0.00077545684,0.053435437,0.000052026167,0.00003441272,0.000310598,0.00044588294,0.86923456,0.022142433,0.0011460131,0.00053434493,0.050964024],"study_design_scores_gemma":[0.000017896184,0.00023608853,0.017537666,0.0000048138772,0.000023960803,0.000019289988,0.00016591823,0.9767031,0.004991235,0.000100536075,0.00018879984,0.000010684108],"about_ca_topic_score_codex":0.043955,"about_ca_topic_score_gemma":0.116267204,"teacher_disagreement_score":0.043955,"about_ca_system_score_codex":0.0011381307,"about_ca_system_score_gemma":0.0011326397,"threshold_uncertainty_score":0.08739829},"labels":[],"label_agreement":null},{"id":"W2040675338","doi":"10.1016/j.engstruct.2012.07.020","title":"Analytical fatigue prediction model of RC beams strengthened in flexure using prestressed FRP reinforcement","year":2012,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":55,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Fibre-reinforced plastic; Reinforcement; Structural engineering; Materials science; Parametric statistics; Epoxy; Composite material; Reinforced concrete; STRIPS; Prestressed concrete; Engineering; Mathematics","score_opus":0.02601148885663904,"score_gpt":0.25039937469232026,"score_spread":0.22438788583568123,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2040675338","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7323561,0.0007898175,0.23803344,0.00031128124,0.00009235704,0.00009121656,0.0004349593,0.00069464446,0.02719609],"genre_scores_gemma":[0.99209905,0.00013619066,0.0037071956,0.00001775896,0.000012018526,0.000034201043,0.00008112718,0.000023550394,0.0038888482],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999068,0.000013312457,0.000003564765,0.000022787497,0.000032757467,0.000020776191],"domain_scores_gemma":[0.9998135,0.00006648135,0.000023315837,0.000011882245,0.000076075645,0.000008815882],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020760836,0.00047299822,0.0004653969,0.00041781692,0.00029923953,0.00026944885,0.0011180327,0.0011579198,0.0015883044],"category_scores_gemma":[0.00046388723,0.0003566191,0.0006083843,0.0002533423,0.0003168819,0.0003327432,0.00016276371,0.00029133004,0.00035562812],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002405356,0.000019289168,0.0004337516,0.000019985939,0.0000070279048,0.00007321758,0.000026345459,0.99104124,0.0043324833,0.0006745229,0.000205981,0.003142233],"study_design_scores_gemma":[0.0000010225592,0.000006705203,0.00015838842,9.002864e-7,0.0000023082173,0.0000030387625,0.0000017541881,0.99955136,0.0002093628,0.000036497873,0.000027412394,0.0000012989482],"about_ca_topic_score_codex":0.029026415,"about_ca_topic_score_gemma":0.016441474,"teacher_disagreement_score":0.029026415,"about_ca_system_score_codex":0.0006892167,"about_ca_system_score_gemma":0.00064379326,"threshold_uncertainty_score":0.05771494},"labels":[],"label_agreement":null},{"id":"W2041889347","doi":"10.1016/j.engstruct.2009.05.001","title":"Bridge support elastic reactions under vertical earthquake ground motion","year":2009,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada; California Department of Transportation","keywords":"Ground motion; Bridge (graph theory); Structural engineering; Earthquake simulation; Motion (physics); Strong ground motion; Engineering; Geology; Geotechnical engineering; Computer science","score_opus":0.007690544205594927,"score_gpt":0.21081820220536274,"score_spread":0.2031276579997678,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2041889347","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9971734,0.000015156308,0.0009146087,0.000027867893,0.000004231086,0.0000032841049,0.00004026378,0.0000060223497,0.0018150083],"genre_scores_gemma":[0.99908686,0.000012065954,0.000056229343,0.0000032152118,0.0000018020693,0.0000019955366,0.000027601704,0.0000024460785,0.0008077243],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998549,0.000026275633,0.0000057094526,0.000014234055,0.00003394348,0.00006479689],"domain_scores_gemma":[0.99956006,0.00019346194,0.00005207737,0.000027511105,0.00008609582,0.00008069232],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034847253,0.0003636043,0.00026011997,0.00039960773,0.00035821018,0.0005552517,0.00029793516,0.0005062044,0.006717798],"category_scores_gemma":[0.0013674606,0.00024166626,0.00021554212,0.000280726,0.0005138338,0.00045759804,0.0007144473,0.00027086702,0.0008493541],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.007571037,0.00063702255,0.03176056,0.00017909538,0.00008555312,0.0021923843,0.0011616021,0.4422839,0.46549317,0.00960364,0.0010464285,0.03798553],"study_design_scores_gemma":[0.00013937129,0.0022733237,0.12100258,0.000034280263,0.00006822986,0.0006250645,0.0026900978,0.79057217,0.07709513,0.004416913,0.0010239015,0.0000589689],"about_ca_topic_score_codex":0.0012003273,"about_ca_topic_score_gemma":0.00087220466,"teacher_disagreement_score":0.006717798,"about_ca_system_score_codex":0.00019389768,"about_ca_system_score_gemma":0.00015756722,"threshold_uncertainty_score":0.022473276},"labels":[],"label_agreement":null},{"id":"W2045543421","doi":"10.1016/j.engstruct.2014.11.045","title":"Failure analysis of guyed transmission lines during F2 tornado event","year":2014,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":49,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Tornado; Engineering; Structural engineering; Parametric statistics; Tower; Transmission tower; Meteorology; Mathematics; Physics; Statistics","score_opus":0.0016822751927084356,"score_gpt":0.17816099462291954,"score_spread":0.1764787194302111,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2045543421","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99690324,0.00004300702,0.0019353043,0.000019648915,0.000008543955,0.000008515988,0.00023876928,0.00006552206,0.00077746995],"genre_scores_gemma":[0.9992411,0.000010836416,0.00021563482,0.0000018487068,0.0000015377663,0.0000037757989,0.00013502024,0.000006548968,0.00038363365],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9998549,0.000017247517,0.000006662663,0.000037762653,0.000039435745,0.00004397085],"domain_scores_gemma":[0.9996768,0.00007650794,0.00004950731,0.000029443825,0.00012585644,0.000041905303],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000260527,0.00054396514,0.00046122912,0.0013328749,0.0006290163,0.00038705987,0.0006302855,0.00077995,0.0020536948],"category_scores_gemma":[0.00060878426,0.00022111658,0.0004723213,0.0004524262,0.00035535695,0.0002691831,0.00019444348,0.00038340891,0.0003183241],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0027631044,0.00048754667,0.27552703,0.00039317666,0.00031128727,0.008211822,0.0014556955,0.5591087,0.101213224,0.0014290687,0.0038574832,0.045241933],"study_design_scores_gemma":[0.00002606511,0.00045338235,0.34359646,0.000029915704,0.00008174135,0.0005132378,0.00084046304,0.64501816,0.008295373,0.00025965783,0.0008325629,0.000053039927],"about_ca_topic_score_codex":0.016249204,"about_ca_topic_score_gemma":0.011661208,"teacher_disagreement_score":0.016249204,"about_ca_system_score_codex":0.00042727753,"about_ca_system_score_gemma":0.00019618751,"threshold_uncertainty_score":0.032309234},"labels":[],"label_agreement":null},{"id":"W2049266617","doi":"10.1016/j.engstruct.2004.12.014","title":"Design of tuned mass dampers incorporating wire rope springs: Part II: Simple design method","year":2005,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada; Ministère de l’Éducation, Gouvernement de l’Ontario","keywords":"Structural engineering; Tuned mass damper; Rope; Damper; Simple (philosophy); Wire rope; Engineering; Design methods; Computer science; Mechanical engineering","score_opus":0.013920312756277005,"score_gpt":0.23009513665585782,"score_spread":0.21617482389958081,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2049266617","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.018567292,0.000105798536,0.9780979,0.000026941612,0.000038080823,0.000117514974,0.000019327505,0.00033811133,0.0026890046],"genre_scores_gemma":[0.4294014,0.00026579163,0.5608193,0.00006342442,0.000050042912,0.0005743106,0.00005535839,0.00012259024,0.008647754],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99984133,0.00003170422,0.000008029625,0.000035005196,0.00007140781,0.000012546373],"domain_scores_gemma":[0.9998579,0.000047737834,0.000032568536,0.00002155792,0.000030331834,0.000009965728],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032526988,0.0006378998,0.0006027725,0.0003629641,0.00027976517,0.00035190998,0.0009525238,0.0009229867,0.0033119568],"category_scores_gemma":[0.0005111955,0.0005262039,0.00050014205,0.00019688159,0.00029462462,0.0003934049,0.00044890275,0.00036156745,0.000536929],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00034316638,0.0001822682,0.0007405402,0.0012080695,0.00016687639,0.00022544937,0.00032311893,0.37874952,0.33127093,0.024371916,0.00188176,0.26053634],"study_design_scores_gemma":[0.00021563341,0.00081098627,0.0010083118,0.000046068104,0.00012488382,0.00019938324,0.000036341044,0.94306296,0.0379638,0.0032110815,0.013281883,0.000038658436],"about_ca_topic_score_codex":0.00028720955,"about_ca_topic_score_gemma":0.00052896945,"teacher_disagreement_score":0.0033119568,"about_ca_system_score_codex":0.00023045442,"about_ca_system_score_gemma":0.00024928528,"threshold_uncertainty_score":0.011079609},"labels":[],"label_agreement":null},{"id":"W2049778861","doi":"10.1016/j.engstruct.2010.04.020","title":"Development of corrosion-free concrete beam–column joint with adequate seismic energy dissipation","year":2010,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":100,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia; Western University","funders":"","keywords":"Plastic hinge; Fibre-reinforced plastic; Hinge; Materials science; Dissipation; Corrosion; Structural engineering; Brittleness; Joint (building); Ductility (Earth science); Beam (structure); Shape-memory alloy; Composite material; Engineering; Creep","score_opus":0.005719904787765607,"score_gpt":0.18365467270262706,"score_spread":0.17793476791486146,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2049778861","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6749688,0.0005248574,0.3191987,0.000056875142,0.00005650314,0.00006813441,0.00008209414,0.0004810293,0.004563011],"genre_scores_gemma":[0.882512,0.00023117168,0.11415008,0.000014489225,0.000008519936,0.00003618141,0.0001172034,0.000046360386,0.0028839281],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998411,0.000010939799,0.000008114672,0.0000340097,0.000084826665,0.000020940643],"domain_scores_gemma":[0.9998067,0.000011049179,0.000060729762,0.000019766898,0.000065332846,0.000036389327],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002212444,0.00043768997,0.00032965047,0.00025618688,0.00015961578,0.00020061931,0.0004735143,0.0003388158,0.0009498092],"category_scores_gemma":[0.0002271406,0.00023611936,0.00023710163,0.00020648015,0.00020455,0.00025991717,0.00035824327,0.00022165634,0.00037953287],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000029318193,0.00008442371,0.0007625981,0.00010605164,0.000010372292,0.000083505736,0.000034502013,0.01854557,0.9679671,0.001498754,0.00013269826,0.010745105],"study_design_scores_gemma":[0.000033151897,0.001137783,0.0050792736,0.000019306612,0.00006710267,0.00041950453,0.000045643716,0.2270445,0.7600569,0.00034365102,0.005719534,0.000033622553],"about_ca_topic_score_codex":0.00062467024,"about_ca_topic_score_gemma":0.0016651588,"teacher_disagreement_score":0.0009498092,"about_ca_system_score_codex":0.00016686108,"about_ca_system_score_gemma":0.0007081648,"threshold_uncertainty_score":0.0031774044},"labels":[],"label_agreement":null},{"id":"W2049879240","doi":"10.1016/j.engstruct.2004.12.015","title":"Design of tuned mass dampers incorporating wire rope springs: Part I: Dynamic representation of wire rope springs","year":2005,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Vibration Control and Rheological Fluids","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada; Ministère de l’Éducation, Gouvernement de l’Ontario","keywords":"Wire rope; Stiffness; Structural engineering; Vibration; Damper; Logarithmic decrement; Displacement (psychology); Damping ratio; Rope; Particle displacement; Mechanics; Amplitude; Dissipation; Engineering; Physics; Acoustics","score_opus":0.007838924695630956,"score_gpt":0.2046848912833834,"score_spread":0.19684596658775244,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2049879240","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.08136735,0.00024471706,0.9110809,0.00007921247,0.000041966403,0.00012123271,0.000035373952,0.0004757428,0.006553491],"genre_scores_gemma":[0.85386854,0.00029099462,0.13930109,0.000050105362,0.000028378432,0.00023824642,0.000049733746,0.00008111494,0.006091667],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998847,0.000022187141,0.0000052161718,0.0000328319,0.00004073825,0.000014227422],"domain_scores_gemma":[0.9998764,0.000036008278,0.000038197493,0.00001613849,0.000024941182,0.000008354704],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022915314,0.0004488441,0.00042079395,0.00025973064,0.0002615579,0.00037296093,0.00093815353,0.00085111416,0.0026378315],"category_scores_gemma":[0.00040912398,0.00032952384,0.00029008478,0.00015299064,0.00022548319,0.00038464266,0.00038779428,0.0002591548,0.00041335434],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00026675378,0.00013006103,0.0006523388,0.00050688,0.00008632904,0.00023878975,0.00026303172,0.54872835,0.30418643,0.015053012,0.0012506231,0.12863733],"study_design_scores_gemma":[0.000050493527,0.00028773735,0.00046876178,0.000024536428,0.000031626318,0.00006398174,0.0000318534,0.97553355,0.018239442,0.0009920537,0.0042607742,0.000015208898],"about_ca_topic_score_codex":0.00035749664,"about_ca_topic_score_gemma":0.00043511845,"teacher_disagreement_score":0.0026378315,"about_ca_system_score_codex":0.00022032237,"about_ca_system_score_gemma":0.00017874737,"threshold_uncertainty_score":0.008824408},"labels":[],"label_agreement":null},{"id":"W2051498251","doi":"10.1016/j.engstruct.2011.02.022","title":"Accurate modeling of joint effects in lattice transmission towers","year":2011,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":135,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Central University Basic Research Fund of China; Fundamental Research Funds for the Central Universities; China Electric Power Research Institute","keywords":"Slippage; Transmission tower; Structural engineering; Truss; Failure mode and effects analysis; Lattice (music); Power transmission; Engineering; Joint (building); Power (physics); Tower; Physics","score_opus":0.01072605237380066,"score_gpt":0.19418441289701355,"score_spread":0.18345836052321288,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2051498251","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.38550636,0.0005408216,0.58993405,0.00019788156,0.00009138687,0.000037342532,0.00019843395,0.0007150925,0.022778576],"genre_scores_gemma":[0.98576087,0.00013655085,0.01101608,0.000015807933,0.000014900341,0.000016319704,0.000050662245,0.000075256794,0.0029134795],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996966,0.00008082781,0.000010956729,0.000034230852,0.00013257068,0.000044857985],"domain_scores_gemma":[0.9995553,0.00019788776,0.00005832455,0.0000648702,0.00008697779,0.000036654634],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032200242,0.00053423515,0.0006918603,0.00038888122,0.00046984747,0.00086593354,0.0010986065,0.0013047141,0.0016104539],"category_scores_gemma":[0.0015960436,0.0005746015,0.00039290884,0.0005402618,0.0006808025,0.0012256387,0.0005912376,0.0006721187,0.00047289048],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012118981,0.000011046903,0.00021537038,0.0000081459575,0.0000035951985,0.000027815224,0.000016892327,0.99514645,0.0018031367,0.001219313,0.00006013104,0.0014758783],"study_design_scores_gemma":[0.0000019109955,0.000005190539,0.000094452305,0.0000011318192,0.0000013577584,0.0000051132797,0.0000055345868,0.9993561,0.00022948968,0.00022262214,0.0000750397,0.0000021212263],"about_ca_topic_score_codex":0.010679894,"about_ca_topic_score_gemma":0.009398395,"teacher_disagreement_score":0.010679894,"about_ca_system_score_codex":0.0005577115,"about_ca_system_score_gemma":0.0006733712,"threshold_uncertainty_score":0.021235466},"labels":[],"label_agreement":null},{"id":"W2055413761","doi":"10.1016/j.engstruct.2008.12.019","title":"Investigation of flexural cracking and leakage in RC liquid containing structures","year":2009,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Flexural strength; Cracking; Structural engineering; Materials science; Ultimate tensile strength; Shear (geology); Composite material; Compression (physics); Bending; Reinforced concrete; Engineering","score_opus":0.009586909105824933,"score_gpt":0.21636408408653363,"score_spread":0.2067771749807087,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2055413761","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9968246,0.000076424294,0.0023798277,0.0000069807747,8.9731174e-7,0.0000049152477,0.00001760379,0.000026243633,0.00066246657],"genre_scores_gemma":[0.99934655,0.000022369528,0.00031640803,0.0000019118995,6.232987e-7,0.0000017823907,0.000013893583,0.0000041518765,0.0002922085],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998766,0.000021905838,0.0000048924044,0.000018580522,0.000055201992,0.000022809185],"domain_scores_gemma":[0.9995161,0.00018224902,0.00010943501,0.000050835635,0.0001127939,0.00002859802],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017219664,0.00015177434,0.00024015465,0.00041249816,0.00024210931,0.00018100152,0.00033470528,0.00031909224,0.0010895323],"category_scores_gemma":[0.0006270437,0.00016282147,0.0001560057,0.00024555344,0.00048016332,0.00043871047,0.0002052735,0.00025539988,0.00011849271],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000594941,0.00009914767,0.01030044,0.00012824056,0.000016526597,0.0007318731,0.00041004294,0.014882218,0.96074694,0.0009104152,0.00006617508,0.011113002],"study_design_scores_gemma":[0.00003363082,0.0011782526,0.08404837,0.0000346036,0.000047895992,0.000972478,0.00040354248,0.2326734,0.67947924,0.00033110494,0.00077064306,0.000026921747],"about_ca_topic_score_codex":0.0007166943,"about_ca_topic_score_gemma":0.00068817864,"teacher_disagreement_score":0.0010895323,"about_ca_system_score_codex":0.00020563611,"about_ca_system_score_gemma":0.000120917524,"threshold_uncertainty_score":0.0036448836},"labels":[],"label_agreement":null},{"id":"W2058887466","doi":"10.1016/j.engstruct.2010.08.023","title":"Flexural strength and behavior of steel and FRP-reinforced concrete-filled FRP tube beams","year":2010,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":95,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada; Cystic Fibrosis Foundation Therapeutics","keywords":"Fibre-reinforced plastic; Materials science; Flexural strength; Structural engineering; Composite material; Formwork; Beam (structure); Ductility (Earth science); Deflection (physics); Ultimate load; Glass fiber; Finite element method; Creep; Engineering","score_opus":0.0044019282757894115,"score_gpt":0.20295145736093692,"score_spread":0.1985495290851475,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2058887466","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99847704,0.00006525124,0.00054508203,0.000009225013,0.0000014058679,0.0000029253954,0.00008433934,0.000013034639,0.0008016264],"genre_scores_gemma":[0.99866354,0.000047800917,0.00021044463,0.0000043663686,0.0000010179668,0.0000035058233,0.00009059151,0.0000044798953,0.0009741432],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998735,0.00001935247,0.000004421179,0.000018871246,0.000055469904,0.000028365128],"domain_scores_gemma":[0.999318,0.00032192605,0.000100897254,0.000034280012,0.00015384363,0.00007110541],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002667443,0.00024828146,0.00014428009,0.0006614651,0.00018186061,0.00010134435,0.00037882364,0.00035137698,0.0018372516],"category_scores_gemma":[0.0008651917,0.0002569109,0.000186145,0.00027184808,0.0003797694,0.00026816025,0.00015294485,0.00025037382,0.00038349902],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008826661,0.00015852928,0.019445304,0.0000738347,0.000046629222,0.00042901156,0.00035667527,0.038052965,0.9268679,0.0013267332,0.00029021507,0.012069535],"study_design_scores_gemma":[0.000042149517,0.0017424367,0.3003683,0.000039839244,0.000068469526,0.00061523635,0.00044367218,0.1594059,0.535359,0.0007108466,0.0011417287,0.000062408006],"about_ca_topic_score_codex":0.0021223875,"about_ca_topic_score_gemma":0.0033052189,"teacher_disagreement_score":0.0021223875,"about_ca_system_score_codex":0.00020338527,"about_ca_system_score_gemma":0.00020357774,"threshold_uncertainty_score":0.006146252},"labels":[],"label_agreement":null},{"id":"W2058896206","doi":"10.1016/j.engstruct.2010.02.035","title":"Methods of enforcing earthquake base motions in seismic analysis of structures","year":2010,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Atomic Energy (Canada)","funders":"","keywords":"Base (topology); Structural engineering; Computer science; Modal analysis; Seismic analysis; Fragility; Displacement (psychology); Earthquake engineering; Modal; Equations of motion; Engineering; Mathematics; Mathematical analysis; Finite element method; Physics; Classical mechanics","score_opus":0.006118349430892286,"score_gpt":0.2511587565400959,"score_spread":0.2450404071092036,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2058896206","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.004169421,0.000056133686,0.9949096,0.000026231362,0.000015549247,0.000014888563,0.000011719403,0.00007116911,0.00072531705],"genre_scores_gemma":[0.29411244,0.0005848142,0.69749725,0.000074973956,0.00012776873,0.00024087197,0.0001305218,0.00046154202,0.0067698453],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984542,0.0006639581,0.000085550004,0.00013766225,0.00056955556,0.000089003835],"domain_scores_gemma":[0.9940578,0.0037796004,0.0005339938,0.0008567731,0.00060357334,0.00016841957],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0046531726,0.0012467733,0.0010614839,0.0011988322,0.00097127206,0.0013139046,0.0026341735,0.0014856487,0.0018707009],"category_scores_gemma":[0.014901561,0.0008477079,0.00083005615,0.0010384178,0.0025630046,0.0013539863,0.003095602,0.002813945,0.00059881114],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013673808,0.0001180413,0.0010007765,0.00013310768,0.000057058027,0.00010713358,0.00028044902,0.7276179,0.010431822,0.12945148,0.0007972452,0.1298682],"study_design_scores_gemma":[0.000007871513,0.000026836122,0.0000905612,0.000012957697,0.000008157398,0.000014837128,0.000018962684,0.97791433,0.0021036733,0.019015316,0.0007777878,0.000008674227],"about_ca_topic_score_codex":0.00322227,"about_ca_topic_score_gemma":0.0039145933,"teacher_disagreement_score":0.0046531726,"about_ca_system_score_codex":0.00063390215,"about_ca_system_score_gemma":0.0017790748,"threshold_uncertainty_score":0.024608612},"labels":[],"label_agreement":null},{"id":"W2060808303","doi":"10.1016/j.engstruct.2008.02.015","title":"Finite element modeling of hollow and concrete-filled fiber composite tubes in flexure: Optimization of partial filling and a design method for poles","year":2008,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":40,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Finite element method; Structural engineering; Composite number; Materials science; Composite material; Fiber; Composite construction; Engineering","score_opus":0.01803472008164449,"score_gpt":0.23890952472130034,"score_spread":0.22087480463965584,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2060808303","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.21579418,0.00023001448,0.7735591,0.00016174435,0.000038170452,0.00007603526,0.00012236393,0.0002946372,0.009723709],"genre_scores_gemma":[0.8801322,0.00017095308,0.113379195,0.0000346832,0.000013972936,0.00013377577,0.00010748919,0.00013825283,0.0058895033],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998585,0.000048768576,0.0000060335637,0.000019992245,0.00004886229,0.000017764522],"domain_scores_gemma":[0.9996382,0.00021224466,0.000044550463,0.000021605434,0.00005761394,0.000025867692],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047663876,0.0005045117,0.0007804939,0.0004294995,0.00041540305,0.0006013497,0.00093791133,0.0013776558,0.0017608217],"category_scores_gemma":[0.0010271868,0.0007696611,0.0006314567,0.00032198834,0.0007098097,0.000589395,0.0003771515,0.00043544537,0.00023555587],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002083171,0.000019875102,0.00015349951,0.000017445644,0.000004290319,0.000014765895,0.000023942717,0.99363697,0.0024795441,0.0014127572,0.000055916647,0.0021603182],"study_design_scores_gemma":[0.000002126165,0.0000065010217,0.000040072704,0.000001482838,0.000001536176,0.000003143413,0.00000464834,0.9993031,0.00044448482,0.00010093482,0.000090318244,0.00000159975],"about_ca_topic_score_codex":0.004880086,"about_ca_topic_score_gemma":0.0067750053,"teacher_disagreement_score":0.004880086,"about_ca_system_score_codex":0.0006019707,"about_ca_system_score_gemma":0.0009341366,"threshold_uncertainty_score":0.009703398},"labels":[],"label_agreement":null},{"id":"W2062330243","doi":"10.1016/j.engstruct.2012.12.041","title":"Behavior and modeling of superelastic shape memory alloy reinforced concrete beams","year":2013,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Shape Memory Alloy Transformations","field":"Materials Science","cited_by":158,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto; Public Works and Government Services Canada; University of Ottawa","funders":"Public Works and Government Services Canada; Government of Canada","keywords":"SMA*; Shape-memory alloy; Materials science; Structural engineering; Ductility (Earth science); Dissipation; Finite element method; Pseudoelasticity; Reinforcement; Reinforced concrete; Constitutive equation; Composite material; Martensite; Computer science; Engineering; Microstructure; Creep","score_opus":0.010156627300978901,"score_gpt":0.21239942532892736,"score_spread":0.20224279802794845,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2062330243","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9334799,0.00019203161,0.048707843,0.00018556284,0.00001992564,0.00003152954,0.0001284077,0.00015092167,0.017103912],"genre_scores_gemma":[0.99266607,0.00007443174,0.0033851326,0.000014961051,0.0000028825739,0.000016244496,0.000047430996,0.000026955355,0.003765989],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99992716,0.000017297292,0.0000020987761,0.000008686086,0.000028235696,0.0000164031],"domain_scores_gemma":[0.9998518,0.00005507642,0.000031485135,0.000017806247,0.000030621686,0.000013131569],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017805827,0.00032281296,0.00028771604,0.00032677018,0.00033423526,0.00036832286,0.00078272016,0.00084773096,0.0018434233],"category_scores_gemma":[0.0004911059,0.00030634733,0.00032711084,0.00025667413,0.0005368712,0.00039042832,0.0002509149,0.00033148716,0.00024058689],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019065992,0.00002604226,0.00058592233,0.000009978682,0.0000054476195,0.000051278468,0.000035771656,0.9856529,0.008958497,0.0030184712,0.00007728085,0.0015593901],"study_design_scores_gemma":[0.0000012819588,0.000006453091,0.00022258984,8.610639e-7,0.0000010919375,0.0000039107554,0.000007775849,0.998708,0.0007342229,0.00023259548,0.00007962749,0.000001544055],"about_ca_topic_score_codex":0.01177938,"about_ca_topic_score_gemma":0.0110131195,"teacher_disagreement_score":0.01177938,"about_ca_system_score_codex":0.000650116,"about_ca_system_score_gemma":0.0006216339,"threshold_uncertainty_score":0.023421586},"labels":[],"label_agreement":null},{"id":"W2063440704","doi":"10.1016/s0141-0296(98)00092-3","title":"Displacement-based seismic design of buildings—theory","year":2000,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":73,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Seismic analysis; Structural engineering; Spectral acceleration; Conceptual design; Torsion (gastropod); Basis (linear algebra); Acceleration; Displacement (psychology); Incremental Dynamic Analysis; Computer science; Engineering; Peak ground acceleration; Ground motion; Mathematics; Geometry; Mechanical engineering; Physics; Classical mechanics","score_opus":0.004069547326444298,"score_gpt":0.18534530393220822,"score_spread":0.18127575660576392,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2063440704","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.008646327,0.0008541825,0.97926086,0.00024688628,0.000054021402,0.000015279331,0.000043888318,0.0000543723,0.010824145],"genre_scores_gemma":[0.82697713,0.005010997,0.14384411,0.00022836635,0.0003363961,0.00022161548,0.00023516362,0.0001691226,0.0229771],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.999775,0.00008154868,0.0000071193062,0.000022287575,0.000094198316,0.000019906525],"domain_scores_gemma":[0.9997342,0.00013663051,0.000024340312,0.000020565576,0.00006537622,0.00001884265],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042918883,0.000820925,0.000603653,0.0007200317,0.0003104533,0.00093654194,0.0011635914,0.0010458172,0.003005406],"category_scores_gemma":[0.0012453544,0.0006882941,0.00040602387,0.00073330035,0.0011699754,0.0010660122,0.0011346282,0.0006733843,0.0006897805],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015080483,0.000020242172,0.00015422927,0.0000758077,0.000009607007,0.000017809356,0.000045815337,0.901544,0.001582805,0.07816966,0.0009405939,0.017424386],"study_design_scores_gemma":[0.0000027429778,0.000011138499,0.000051120347,0.000009454879,0.0000030519197,0.000008212905,0.000013205805,0.97944015,0.00021024543,0.019121084,0.0011257739,0.0000038127353],"about_ca_topic_score_codex":0.0021929513,"about_ca_topic_score_gemma":0.002229794,"teacher_disagreement_score":0.003005406,"about_ca_system_score_codex":0.00071985024,"about_ca_system_score_gemma":0.00053553365,"threshold_uncertainty_score":0.0100541115},"labels":[],"label_agreement":null},{"id":"W2064545459","doi":"10.1016/j.engstruct.2010.03.009","title":"Finite element study of steel single angle beam–columns","year":2010,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Eccentricity (behavior); Finite element method; Structural engineering; Beam (structure); Compression (physics); Bending; Eccentric; Buckling; Mathematics; Materials science; Engineering; Composite material","score_opus":0.005776399476512377,"score_gpt":0.19687135038128356,"score_spread":0.1910949509047712,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2064545459","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90966463,0.00022015718,0.0714836,0.00016119229,0.000032755263,0.000043465032,0.00026144536,0.00015998152,0.01797275],"genre_scores_gemma":[0.98601043,0.000072182505,0.009306707,0.000023063258,0.0000059940976,0.000023604469,0.0001387726,0.00003466203,0.0043845],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998996,0.000023363902,0.0000038088758,0.00001124609,0.000045939367,0.000016012555],"domain_scores_gemma":[0.99967015,0.00017849686,0.000031863612,0.000028082932,0.0000654791,0.000026018848],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001952587,0.0003120947,0.0004567785,0.0005108716,0.00028991228,0.0003103793,0.00062670856,0.0006890564,0.0043355385],"category_scores_gemma":[0.00055535394,0.0003031407,0.00026136346,0.0004384895,0.00056154246,0.00025096486,0.00022720211,0.0002761679,0.00050681946],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018818042,0.00019301611,0.0026947937,0.00013297633,0.000042827534,0.00023203628,0.00019621298,0.9211337,0.0545659,0.00458356,0.00067620724,0.0153605165],"study_design_scores_gemma":[0.00001313251,0.00009168936,0.00200219,0.00001024057,0.000008158455,0.000069963055,0.00010043376,0.99058014,0.005706075,0.0004114632,0.0009988849,0.000007729539],"about_ca_topic_score_codex":0.004184878,"about_ca_topic_score_gemma":0.004745175,"teacher_disagreement_score":0.0043355385,"about_ca_system_score_codex":0.00021943872,"about_ca_system_score_gemma":0.00043334204,"threshold_uncertainty_score":0.014503896},"labels":[],"label_agreement":null},{"id":"W2064581228","doi":"10.1016/j.engstruct.2011.03.012","title":"A modified numerical VBI element for vehicles with constant velocity including road irregularities","year":2011,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Bridge (graph theory); Degrees of freedom (physics and chemistry); Contact force; Displacement (psychology); Interpolation (computer graphics); Acceleration; Moving load; Computer science; Structural engineering; Beam (structure); Finite element method; Engineering; Mechanical engineering; Physics; Classical mechanics","score_opus":0.0166577417207535,"score_gpt":0.20460926511611816,"score_spread":0.18795152339536467,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2064581228","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.018549416,0.00016289501,0.95632017,0.00027196712,0.0003194212,0.00012122381,0.00023907419,0.00057126564,0.023444615],"genre_scores_gemma":[0.33265662,0.00032762744,0.6273885,0.00029565903,0.00012991187,0.00032689303,0.00058120664,0.0007848554,0.037508707],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99973625,0.00004066067,0.000013362587,0.000033593093,0.00015340203,0.000022745056],"domain_scores_gemma":[0.99973375,0.000052742078,0.000021997284,0.000052617885,0.00011453719,0.00002436234],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033215017,0.00048644736,0.0006444133,0.0005033195,0.0003800682,0.00065138587,0.0024166463,0.001560652,0.006373911],"category_scores_gemma":[0.0009321857,0.00046676552,0.00053503545,0.00042140373,0.0004887119,0.0006540611,0.00090263924,0.00090072944,0.0024382726],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017465078,0.00020554372,0.0011531273,0.00026002646,0.000043082127,0.00024004614,0.0002234644,0.80544466,0.05415707,0.041725583,0.00428288,0.09208974],"study_design_scores_gemma":[0.000012791831,0.00003173648,0.0001406866,0.000020325064,0.0000071860927,0.00007037017,0.000028357897,0.9866469,0.003386878,0.0016774856,0.007963461,0.00001387337],"about_ca_topic_score_codex":0.0030981973,"about_ca_topic_score_gemma":0.0032813495,"teacher_disagreement_score":0.006373911,"about_ca_system_score_codex":0.00050060253,"about_ca_system_score_gemma":0.00078368257,"threshold_uncertainty_score":0.021322846},"labels":[],"label_agreement":null},{"id":"W2064638493","doi":"10.1016/j.engstruct.2015.01.024","title":"Improved design-oriented confinement models for FRP-wrapped concrete cylinders based on statistical analyses","year":2015,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":80,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Fibre-reinforced plastic; Parametric statistics; Structural engineering; Cylinder; Materials science; Mean squared error; Computer science; Composite material; Engineering; Mathematics; Statistics; Mechanical engineering","score_opus":0.0517331036786583,"score_gpt":0.28826344299190937,"score_spread":0.23653033931325107,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2064638493","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.032667737,0.00025788244,0.95984024,0.000101296784,0.000031335003,0.000048437993,0.0001499427,0.0006156785,0.006287597],"genre_scores_gemma":[0.864462,0.0005698515,0.12675154,0.00011334953,0.000073303534,0.00039074663,0.00040452246,0.0006377623,0.0065970197],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997093,0.00009133759,0.000013173494,0.000042279593,0.00010968134,0.000034238074],"domain_scores_gemma":[0.99934775,0.00025464193,0.00010456196,0.00006285734,0.00020659248,0.000023587942],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006234932,0.0010262688,0.0010214638,0.0007320526,0.0004790862,0.00071247277,0.0014078773,0.0011841699,0.0013192979],"category_scores_gemma":[0.0015542435,0.000612324,0.0011609354,0.00062229816,0.0004731076,0.0008257153,0.00048557293,0.00069774047,0.00053863646],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000004773488,0.000013488139,0.00010403526,0.000012004564,0.0000048760785,0.000013405642,0.000010694946,0.99363506,0.0011032603,0.0028138224,0.00012816806,0.0021564707],"study_design_scores_gemma":[3.937672e-7,0.0000012114618,0.00001922019,8.7653825e-7,0.000001038664,0.0000013026374,6.9807794e-7,0.9995493,0.00009255945,0.0002755226,0.00005682087,0.0000010616385],"about_ca_topic_score_codex":0.0075827506,"about_ca_topic_score_gemma":0.008407366,"teacher_disagreement_score":0.0075827506,"about_ca_system_score_codex":0.0009905226,"about_ca_system_score_gemma":0.0012134885,"threshold_uncertainty_score":0.015077233},"labels":[],"label_agreement":null},{"id":"W2066017234","doi":"10.1016/j.engstruct.2014.07.004","title":"Design of regular and shear-reinforced panel web beams for long-span construction","year":2014,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Thompson Rivers University","funders":"","keywords":"Structural engineering; Rivet; Span (engineering); Engineering; Shear (geology); Engineered wood; Composite material; Materials science; Civil engineering","score_opus":0.010785859866118757,"score_gpt":0.17598094964522631,"score_spread":0.16519508977910755,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2066017234","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2780111,0.00014023166,0.70345944,0.00004439642,0.000023352426,0.00009074489,0.0001302213,0.00023406037,0.017866395],"genre_scores_gemma":[0.8971435,0.00013066312,0.09714303,0.000019660692,0.0000060890707,0.00012141984,0.00008442458,0.00004547871,0.0053058313],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999125,0.000024322026,0.0000030607353,0.000010544989,0.000032299562,0.000017226399],"domain_scores_gemma":[0.99989855,0.000025092639,0.000017288075,0.000009468196,0.00003414523,0.00001551781],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023013054,0.00025973757,0.00019725252,0.0003186256,0.0001668687,0.0002758992,0.00052176433,0.0003006562,0.0032747888],"category_scores_gemma":[0.00025428945,0.00019877161,0.00020608069,0.00019582083,0.00017058903,0.00017172539,0.00027282827,0.00015868963,0.0003712534],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018281148,0.00020664446,0.0040126657,0.00016114695,0.000057495658,0.00019924401,0.00009615892,0.6968265,0.17001304,0.011358706,0.0011428999,0.11574269],"study_design_scores_gemma":[0.00003301865,0.00040372106,0.0045649223,0.000026382317,0.000039542047,0.0001261638,0.00011031658,0.9639491,0.024216115,0.0026762814,0.0038371736,0.000017270986],"about_ca_topic_score_codex":0.00061788305,"about_ca_topic_score_gemma":0.0025691409,"teacher_disagreement_score":0.0032747888,"about_ca_system_score_codex":0.00015135464,"about_ca_system_score_gemma":0.00044344098,"threshold_uncertainty_score":0.010955274},"labels":[],"label_agreement":null},{"id":"W2068208639","doi":"10.1016/j.engstruct.2005.01.003","title":"Retrofit of RC square short columns","year":2005,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":109,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University; Concordia University","funders":"","keywords":"Brittleness; Materials science; Plastic hinge; Structural engineering; Dissipation; Reinforced concrete; Fibre-reinforced plastic; Retrofitting; Shear (geology); Hinge; Flexural strength; Composite material; Column (typography); Seismic retrofit; Engineering","score_opus":0.0061455416117556245,"score_gpt":0.20601410119610547,"score_spread":0.19986855958434985,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2068208639","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9931238,0.000021313752,0.0029204758,0.000014441328,0.000021851763,0.0000074965296,0.00004589353,0.00010121512,0.003743537],"genre_scores_gemma":[0.996367,0.000009404913,0.0009874498,0.000010257185,0.0000024629826,0.0000024163396,0.0000458297,0.000026341964,0.0025488765],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99970347,0.000044501394,0.00000782701,0.000046216042,0.00012366899,0.00007423619],"domain_scores_gemma":[0.9994006,0.00012567753,0.00007638402,0.00012587759,0.00015247788,0.00011896026],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029840507,0.00048272184,0.00032266282,0.00047734394,0.00044319732,0.0005030926,0.0007567068,0.00065910025,0.0070052845],"category_scores_gemma":[0.00092310936,0.00022600773,0.00028539792,0.00036568186,0.00034110848,0.0002900801,0.00037689254,0.00040255662,0.00084671535],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0054289624,0.0014590131,0.028471315,0.00019719251,0.00014825199,0.0026355318,0.00059619005,0.39091077,0.4495012,0.008139883,0.0027273204,0.10978439],"study_design_scores_gemma":[0.000106635074,0.0047013788,0.04330253,0.000047189915,0.000107401036,0.0010647447,0.0011667087,0.67903996,0.26272735,0.0012289416,0.0064194016,0.00008783423],"about_ca_topic_score_codex":0.0017753891,"about_ca_topic_score_gemma":0.0030308522,"teacher_disagreement_score":0.0070052845,"about_ca_system_score_codex":0.00033326703,"about_ca_system_score_gemma":0.00029956579,"threshold_uncertainty_score":0.023434997},"labels":[],"label_agreement":null},{"id":"W2068353985","doi":"10.1016/j.engstruct.2010.12.025","title":"Shear capacity evaluation of steel reinforced recycled concrete (RRC) beams","year":2011,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Recycled Aggregate Concrete Performance","field":"Engineering","cited_by":169,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Public Works and Government Services Canada; Université Laval; Carleton University; McMaster University","funders":"Public Works and Government Services Canada; Natural Sciences and Engineering Research Council of Canada; Government of Canada","keywords":"Mortar; Structural engineering; Beam (structure); Shear (geology); Aggregate (composite); Materials science; Reinforced concrete; Composite material; Geotechnical engineering; Engineering","score_opus":0.02839137647225582,"score_gpt":0.21104698194829022,"score_spread":0.1826556054760344,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2068353985","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99428177,0.00018609119,0.003259942,0.000013716721,0.000006190824,0.000012772521,0.0002294383,0.000084541374,0.0019255471],"genre_scores_gemma":[0.99804926,0.00006175258,0.00070367096,0.0000036139888,0.000001165584,0.0000054692305,0.00012234523,0.000008400677,0.0010442805],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99953175,0.000054569027,0.000016831986,0.000056105546,0.00028642238,0.000054322445],"domain_scores_gemma":[0.99918646,0.00017398535,0.000096335614,0.0000666114,0.0004191018,0.00005740602],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00063422066,0.0005299334,0.0003434092,0.0011367686,0.0002972378,0.00026098645,0.00067007716,0.00052360346,0.002348996],"category_scores_gemma":[0.00065213034,0.00027044385,0.00033307547,0.00058376655,0.00035709149,0.00038471105,0.00032091938,0.00023643386,0.0006778238],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009009743,0.0002304324,0.013361414,0.00018051504,0.000038512753,0.00020094973,0.0003008118,0.10999794,0.84352416,0.0008758987,0.0003829177,0.030005455],"study_design_scores_gemma":[0.000029469185,0.0017724488,0.036968905,0.000028051021,0.00007014156,0.00012602998,0.00020751699,0.15263397,0.80648124,0.00019806396,0.0014280919,0.000055994096],"about_ca_topic_score_codex":0.005031041,"about_ca_topic_score_gemma":0.009347894,"teacher_disagreement_score":0.005031041,"about_ca_system_score_codex":0.0005513952,"about_ca_system_score_gemma":0.0005713456,"threshold_uncertainty_score":0.010003507},"labels":[],"label_agreement":null},{"id":"W2068630417","doi":"10.1016/j.engstruct.2014.06.001","title":"An analytical approach to evaluate damping property of orthogonal cable networks","year":2014,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Stiffness; Structural engineering; Modal; Vibration; Engineering; Position (finance); Transverse plane; Modal analysis; Finite element method; Property (philosophy); Damping ratio; Acoustics; Physics; Materials science","score_opus":0.008573214795342949,"score_gpt":0.22189858760396702,"score_spread":0.21332537280862407,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2068630417","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.031812806,0.00024014742,0.9605317,0.000045076344,0.00002321821,0.000028250644,0.000028879082,0.000120917925,0.007168907],"genre_scores_gemma":[0.836901,0.0009950986,0.15409628,0.00005263153,0.000060456336,0.00013204727,0.00006929027,0.0000871647,0.00760598],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998622,0.000034022225,0.0000048649586,0.000017332033,0.00006653914,0.000015085411],"domain_scores_gemma":[0.999796,0.000082955725,0.000026154585,0.00002001007,0.00006432908,0.000010630897],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027137058,0.00048321302,0.00021730147,0.000813591,0.00025961528,0.0004956836,0.00044097056,0.00037956235,0.0014811914],"category_scores_gemma":[0.0011815926,0.00016699525,0.00031680005,0.00041041189,0.000391309,0.0006686631,0.00035951775,0.00040492497,0.0003070608],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007603937,0.00013800831,0.0014916573,0.00020140542,0.00003867445,0.0003111065,0.0002626971,0.58659303,0.13319452,0.1712859,0.0014460231,0.10496084],"study_design_scores_gemma":[0.000002269409,0.000023663802,0.00015575926,0.000007792428,0.000005926957,0.00006597282,0.000024084133,0.99133426,0.0029921238,0.0044028163,0.0009799188,0.0000054260017],"about_ca_topic_score_codex":0.0011373644,"about_ca_topic_score_gemma":0.0012706654,"teacher_disagreement_score":0.0014811914,"about_ca_system_score_codex":0.00029368626,"about_ca_system_score_gemma":0.0003191558,"threshold_uncertainty_score":0.004955113},"labels":[],"label_agreement":null},{"id":"W2069284089","doi":"10.1016/j.engstruct.2010.01.011","title":"Influence of variations in geometric parameters and an alternative design for improved fatigue life of a mining dragline joint","year":2010,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Fatigue and fracture mechanics","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Welding; Structural engineering; Rigidity (electromagnetism); Joint (building); Boom; Engineering; Mechanical engineering","score_opus":0.019064487751447787,"score_gpt":0.23987487575922803,"score_spread":0.22081038800778025,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2069284089","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99101007,0.00018430084,0.0071258736,0.000037770355,0.000022888875,0.0000071337263,0.000044828,0.000058450016,0.0015086682],"genre_scores_gemma":[0.9984609,0.000028266146,0.0012916761,0.000004291912,0.00000405365,0.000003348581,0.000013823724,0.000011233122,0.0001824595],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997024,0.000086386666,0.000023062084,0.00006589567,0.00007162518,0.000050589053],"domain_scores_gemma":[0.9991755,0.00036530854,0.00017014983,0.00010558518,0.00014046355,0.000043093336],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041321013,0.0006339593,0.000369627,0.0005025757,0.0003006823,0.00060262973,0.0004592374,0.0009024552,0.0019096942],"category_scores_gemma":[0.0014684225,0.00029890792,0.00030166976,0.00034080652,0.00045514276,0.00040672527,0.00024724536,0.00022261005,0.0002437027],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0026066673,0.00028083497,0.0058570094,0.00026142006,0.00007676857,0.00079077354,0.00019359916,0.25303945,0.7047148,0.0012313466,0.00044014768,0.030507179],"study_design_scores_gemma":[0.00023170759,0.0064283228,0.04768319,0.000040655377,0.00060193584,0.0010983209,0.00041230032,0.38043955,0.557414,0.00084349955,0.0046476685,0.00015885892],"about_ca_topic_score_codex":0.0006370619,"about_ca_topic_score_gemma":0.0010528915,"teacher_disagreement_score":0.0019096942,"about_ca_system_score_codex":0.00034264408,"about_ca_system_score_gemma":0.0002665137,"threshold_uncertainty_score":0.0063886046},"labels":[],"label_agreement":null},{"id":"W2069463845","doi":"10.1016/j.engstruct.2014.05.018","title":"Cost-based optimal maintenance decisions for corroding natural gas pipelines based on stochastic degradation models","year":2014,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Integrity and Reliability Analysis","field":"Engineering","cited_by":95,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Interval (graph theory); Pipeline transport; Reliability engineering; Sizing; Gamma process; Reliability (semiconductor); Integrity management; Engineering; Process (computing); Parametric statistics; Pipeline (software); Optimal maintenance; Natural gas; Computer science; Power (physics); Mathematics; Mechanical engineering; Statistics","score_opus":0.01894826571598001,"score_gpt":0.24017207391801948,"score_spread":0.22122380820203946,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2069463845","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.55937916,0.0008364927,0.43439606,0.00076718663,0.0000618586,0.00011299541,0.0002735801,0.00034963727,0.0038230175],"genre_scores_gemma":[0.9929247,0.00009079345,0.0060640257,0.000019694631,0.000010775272,0.00002158367,0.000057336212,0.000016771844,0.0007942983],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99952304,0.0001809569,0.000020272986,0.00008479249,0.0000846009,0.000106335254],"domain_scores_gemma":[0.99636805,0.0027499648,0.00035668272,0.00008633509,0.00031070394,0.0001282369],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014761025,0.0008234453,0.0015900506,0.0009704886,0.00035504866,0.0010531322,0.0012614928,0.0014743409,0.0015033281],"category_scores_gemma":[0.004803377,0.0009126207,0.00064257777,0.0006090637,0.0008110084,0.0011089673,0.0005800265,0.0007454246,0.00010833535],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000038409413,0.000009359587,0.00014711032,0.000009546081,0.000005668788,0.000012840562,0.000004489117,0.99779546,0.00014284934,0.00052064745,0.00006773961,0.0012458717],"study_design_scores_gemma":[0.0000025981103,0.0000067125075,0.00008562529,8.769814e-7,0.0000030075064,0.000001868973,0.00000229899,0.9995016,0.00004573385,0.00033914376,0.000009237307,0.0000013347601],"about_ca_topic_score_codex":0.012621632,"about_ca_topic_score_gemma":0.009932347,"teacher_disagreement_score":0.012621632,"about_ca_system_score_codex":0.002295649,"about_ca_system_score_gemma":0.0012058618,"threshold_uncertainty_score":0.025096357},"labels":[],"label_agreement":null},{"id":"W2070531854","doi":"10.1016/j.engstruct.2006.03.015","title":"Confinement effectiveness in circular concrete columns","year":2006,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Ministry of Construction and Housing","keywords":"Structural engineering; Geology; Geometry; Engineering; Forensic engineering; Geotechnical engineering; Materials science; Mathematics","score_opus":0.0033903001786281133,"score_gpt":0.18668240921803442,"score_spread":0.1832921090394063,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2070531854","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99460727,0.00009473678,0.0012657577,0.000019118996,0.000002996875,0.000003083343,0.000017006927,0.000020151745,0.0039699385],"genre_scores_gemma":[0.99948573,0.000023687193,0.00007201557,0.0000022932406,6.751399e-7,9.840555e-7,0.00000801421,0.0000031543186,0.0004033516],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998503,0.00002787026,0.0000031516374,0.00001554295,0.000034136938,0.00006912139],"domain_scores_gemma":[0.9992047,0.0004211617,0.00007266075,0.000035787714,0.00015453681,0.000111244175],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022666418,0.000115117204,0.00025450703,0.00028594045,0.000431707,0.00035392854,0.00021119574,0.00024571878,0.0028366284],"category_scores_gemma":[0.0012004416,0.00013911365,0.000107036176,0.00015969205,0.0004953378,0.0002944469,0.00030515657,0.00012748111,0.0002728384],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0036020116,0.00050614536,0.035934716,0.0002586632,0.00006457761,0.0006819386,0.000906659,0.400054,0.4683074,0.028467122,0.0015135299,0.05970322],"study_design_scores_gemma":[0.00008242993,0.001891702,0.17207943,0.00007239307,0.00009693021,0.00038317306,0.0018824904,0.65021163,0.16624707,0.005083602,0.001897264,0.000071967734],"about_ca_topic_score_codex":0.004832381,"about_ca_topic_score_gemma":0.004693028,"teacher_disagreement_score":0.004832381,"about_ca_system_score_codex":0.0005739289,"about_ca_system_score_gemma":0.00032388637,"threshold_uncertainty_score":0.009608507},"labels":[],"label_agreement":null},{"id":"W2072138637","doi":"10.1016/j.engstruct.2013.06.028","title":"Experimental investigations on the influence of size on the performance of RC T-beams retrofitted in shear with CFRP fabrics","year":2013,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":34,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure; Université du Québec à Montréal","funders":"","keywords":"Fibre-reinforced plastic; Materials science; Shear (geology); Transverse plane; Composite material; Beam (structure); Reinforced concrete; Structural engineering; Engineering","score_opus":0.00604482675825349,"score_gpt":0.1869306972017164,"score_spread":0.1808858704434629,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2072138637","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988329,0.000060215694,0.0006580986,0.000006329364,0.000007338138,0.000008218348,0.00005440875,0.000022553293,0.00034988887],"genre_scores_gemma":[0.9985247,0.000058555805,0.00065363856,0.0000063873485,0.0000049528526,0.000010498969,0.0000617671,0.000015840275,0.0006636575],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99944323,0.000097379794,0.000040294322,0.00009597261,0.00019891202,0.00012414994],"domain_scores_gemma":[0.99773645,0.0010906304,0.000411663,0.00021964511,0.0004243514,0.00011727853],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007075786,0.0006751148,0.00028083948,0.0003190162,0.00041469172,0.00020471915,0.00046954595,0.0005752216,0.0030108488],"category_scores_gemma":[0.0015745942,0.0002837835,0.00038484237,0.0002461718,0.00059745833,0.00043260097,0.0003112861,0.0004262105,0.00039836095],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006506753,0.00017082252,0.0008589479,0.00004020398,0.000007733429,0.00004643599,0.000102708625,0.0014388738,0.9952756,0.000033432647,0.000024960078,0.0013495222],"study_design_scores_gemma":[0.000019025241,0.002752383,0.007665707,0.000004621956,0.000019679343,0.000052958025,0.00008265236,0.0016632087,0.98753786,0.0000107388505,0.00018037396,0.000010762945],"about_ca_topic_score_codex":0.0009159619,"about_ca_topic_score_gemma":0.0010830505,"teacher_disagreement_score":0.0030108488,"about_ca_system_score_codex":0.00021516267,"about_ca_system_score_gemma":0.00016598355,"threshold_uncertainty_score":0.010072231},"labels":[],"label_agreement":null},{"id":"W2072205762","doi":"10.1016/s0141-0296(00)00004-3","title":"Effect of bond, aggregate interlock and dowel action on the shear strength degradation of reinforced concrete","year":2001,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":63,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Dowel; Structural engineering; Materials science; Shear (geology); Stiffening; Ultimate tensile strength; Parametric statistics; Reinforcement; Interlocking; Interlock; Precast concrete; Reinforced solid; Geotechnical engineering; Composite material; Engineering; Mathematics","score_opus":0.0070150654808493985,"score_gpt":0.2225537952889731,"score_spread":0.2155387298081237,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2072205762","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983908,0.000515079,0.00037559753,0.000023716251,0.000016242991,0.0000029991404,0.000048208298,0.000026313659,0.0006011622],"genre_scores_gemma":[0.9990522,0.00015466759,0.00014635647,0.00002050296,0.0000068034014,0.0000019113656,0.00003866697,0.000010684865,0.0005681144],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99969554,0.000051627427,0.00002268867,0.000053039366,0.000053999716,0.00012315111],"domain_scores_gemma":[0.9982089,0.0010095164,0.00017970224,0.000091924914,0.00019889898,0.00031116846],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045697298,0.0003452805,0.00046885922,0.00031855088,0.00036368746,0.0005464692,0.00029909975,0.00061713095,0.003283309],"category_scores_gemma":[0.001466985,0.000355573,0.00029558263,0.00024388167,0.00076015503,0.00050371117,0.0002692652,0.0006977162,0.00040190894],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.010580706,0.0002792848,0.0040391134,0.00014264867,0.0000612503,0.00045155536,0.00019077146,0.0055126245,0.96761674,0.0002599849,0.00019094419,0.010674384],"study_design_scores_gemma":[0.00005247254,0.0012296399,0.008543235,0.000009670806,0.00006804583,0.0001477583,0.00008193613,0.006172643,0.98319066,0.00005929728,0.00042777267,0.000016792788],"about_ca_topic_score_codex":0.0019253488,"about_ca_topic_score_gemma":0.0021109541,"teacher_disagreement_score":0.003283309,"about_ca_system_score_codex":0.00039933642,"about_ca_system_score_gemma":0.00040548932,"threshold_uncertainty_score":0.010983825},"labels":[],"label_agreement":null},{"id":"W2075004310","doi":"10.1016/j.engstruct.2008.01.020","title":"Nonlinear displacement-based response prediction of reinforced concrete columns","year":2008,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"University of Tokyo","keywords":"Finite element method; Structural engineering; Shear (geology); Nonlinear system; Displacement (psychology); Materials science; Envelope (radar); Engineering; Composite material; Physics","score_opus":0.008833884024820333,"score_gpt":0.20369305615683275,"score_spread":0.19485917213201243,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2075004310","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9281018,0.00010258776,0.06830129,0.00013090577,0.000022597174,0.000014832683,0.00008160761,0.00021580819,0.003028649],"genre_scores_gemma":[0.9958038,0.000027832852,0.0030655174,0.000008768777,0.00000415099,0.0000054504185,0.00002896039,0.000010232233,0.0010453573],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999492,0.000011428628,0.0000012877307,0.000010471098,0.00001822561,0.000009321896],"domain_scores_gemma":[0.9997156,0.00016818079,0.000025405623,0.00001794173,0.000046262026,0.00002657256],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013880015,0.0003415268,0.00023660617,0.00017086497,0.0001695895,0.00022115857,0.00042103775,0.0005847789,0.000764347],"category_scores_gemma":[0.0005936818,0.00022627662,0.00017474934,0.00014446455,0.00033612346,0.00023787444,0.0002535917,0.0003692885,0.00018646404],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000046997164,0.000033092063,0.00096746266,0.000011573812,0.0000042511983,0.000027799873,0.000017460008,0.9869702,0.006896522,0.00025801008,0.00008814558,0.004678511],"study_design_scores_gemma":[8.65768e-7,0.00000424653,0.00016641026,2.798738e-7,3.3184185e-7,0.0000010019934,0.0000014661263,0.9993149,0.0004765159,0.0000242833,0.000008934843,8.0471364e-7],"about_ca_topic_score_codex":0.011788765,"about_ca_topic_score_gemma":0.009805922,"teacher_disagreement_score":0.011788765,"about_ca_system_score_codex":0.0003978575,"about_ca_system_score_gemma":0.0003870597,"threshold_uncertainty_score":0.023440301},"labels":[],"label_agreement":null},{"id":"W2079131538","doi":"10.1016/j.engstruct.2013.04.014","title":"Finite element modeling of double skin profiled composite shear wall system under in-plane loadings","year":2013,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":104,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto; Toronto Metropolitan University","funders":"","keywords":"Structural engineering; Composite number; Finite element method; Materials science; Shear (geology); Parametric statistics; Composite construction; Buckling; Composite material; Cable gland; Cracking; Infill; Engineering","score_opus":0.00791177015179049,"score_gpt":0.20048023909714344,"score_spread":0.19256846894535296,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2079131538","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7950355,0.00016320223,0.17671649,0.00015774129,0.000059184982,0.00005639758,0.0002904496,0.0003998499,0.027121263],"genre_scores_gemma":[0.98937875,0.00006199059,0.006173941,0.000017317556,0.0000047232443,0.000025407524,0.00008453996,0.000028049933,0.004225241],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99990594,0.000022498105,0.0000040135465,0.000014967729,0.000035290777,0.00001728985],"domain_scores_gemma":[0.9998466,0.000048648708,0.000027968914,0.000019268859,0.000035878802,0.000021616],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016041147,0.00037852404,0.0004851463,0.0004038806,0.00036070505,0.00052364037,0.00076130475,0.0012909865,0.0024660947],"category_scores_gemma":[0.00033404952,0.0003833888,0.0004016464,0.00034478534,0.0004984845,0.00037130385,0.0003653087,0.00031112443,0.0003395545],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000036220918,0.000027208896,0.00051972194,0.000019240051,0.000008809476,0.00010163727,0.000037309088,0.98711026,0.008772257,0.001208032,0.00011171957,0.0020475858],"study_design_scores_gemma":[0.0000025589839,0.00001571314,0.00029783783,0.0000023529833,0.0000022958914,0.000013197084,0.000015617497,0.9986267,0.0008071644,0.00009979772,0.0001139341,0.0000028646634],"about_ca_topic_score_codex":0.0032733835,"about_ca_topic_score_gemma":0.0030722427,"teacher_disagreement_score":0.0032733835,"about_ca_system_score_codex":0.00026144693,"about_ca_system_score_gemma":0.00042470018,"threshold_uncertainty_score":0.008249879},"labels":[],"label_agreement":null},{"id":"W2080116154","doi":"10.1016/j.engstruct.2005.09.028","title":"The impact of the 26 December 2004 earthquake and tsunami on structures and infrastructure","year":2005,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Earthquake and Tsunami Effects","field":"Engineering","cited_by":340,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa; McMaster University","funders":"","keywords":"Masonry; Forensic engineering; Unreinforced masonry building; Critical infrastructure; Civil engineering; Engineering; Geology; Seismology; Computer science; Computer security","score_opus":0.0022942343742053074,"score_gpt":0.19931016681046523,"score_spread":0.19701593243625992,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2080116154","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.990846,0.00008431901,0.00009627907,0.000402084,0.00003674036,0.000008006544,0.00046987765,0.000007403395,0.008049402],"genre_scores_gemma":[0.9970463,0.00013758698,0.000049282808,0.00005385004,0.000022541548,0.000003834653,0.00032842535,0.0000041198714,0.002353958],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9997032,0.000047165915,0.000013421277,0.000025871375,0.00008008279,0.00013010873],"domain_scores_gemma":[0.9990934,0.00018855235,0.0002075275,0.00005479426,0.00027362403,0.00018221416],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030780735,0.0003343385,0.00030461274,0.0007066503,0.0008411254,0.00094993325,0.0003303999,0.00094654167,0.0071904],"category_scores_gemma":[0.0027698078,0.0002450242,0.0002900317,0.0008119205,0.00056355767,0.00061231706,0.0008198723,0.0007253419,0.0007587796],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002822515,0.00082846574,0.8692617,0.00016539099,0.00033562336,0.003790458,0.0026841215,0.04522452,0.010182794,0.0032351469,0.0123617165,0.049107566],"study_design_scores_gemma":[0.000012499502,0.00021183041,0.9928067,0.000010645932,0.000030820655,0.00012896433,0.0012487636,0.0017625176,0.00041873142,0.00028042422,0.0030776951,0.000010403664],"about_ca_topic_score_codex":0.05249512,"about_ca_topic_score_gemma":0.15514845,"teacher_disagreement_score":0.05249512,"about_ca_system_score_codex":0.0020347182,"about_ca_system_score_gemma":0.00082530983,"threshold_uncertainty_score":0.10437912},"labels":[],"label_agreement":null},{"id":"W2081706234","doi":"10.1016/j.engstruct.2009.02.048","title":"Analytical investigation of the seismic performance of RC frames rehabilitated using different rehabilitation techniques","year":2009,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":45,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada; Fonds Québécois de la Recherche sur la Nature et les Technologies","keywords":"Infill; Structural engineering; Masonry; Seismic retrofit; Dissipation; Frame (networking); Bracing; Geotechnical engineering; Fibre-reinforced plastic; Diagonal; Reinforced concrete; Geology; Engineering; Brace; Mathematics; Geometry; Physics","score_opus":0.006090041560452069,"score_gpt":0.21389303276756608,"score_spread":0.207802991207114,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2081706234","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9888132,0.000070435555,0.0064934986,0.000022476086,0.0000043963696,0.000008769722,0.000048617705,0.00004896081,0.0044896523],"genre_scores_gemma":[0.9980306,0.00003658654,0.0006018124,0.0000024605679,0.0000023176347,0.000004554231,0.000028728367,0.000007768914,0.0012852194],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987745,0.000017524131,0.000003532268,0.000013181203,0.00005269455,0.00003557103],"domain_scores_gemma":[0.9997694,0.000093881295,0.000037264916,0.000019195,0.00006905599,0.000011203885],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018978542,0.00035274585,0.00034382436,0.00046433386,0.0003027632,0.00024350456,0.000450036,0.0005232667,0.002422015],"category_scores_gemma":[0.00062271167,0.00015230887,0.0003204079,0.00035136388,0.0003916113,0.00016904625,0.00013664177,0.00019856627,0.0004024933],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014752954,0.00045442494,0.007962787,0.00025190704,0.00006939022,0.00073958864,0.00088656915,0.4426597,0.4944674,0.0030399489,0.0005847956,0.047408264],"study_design_scores_gemma":[0.000020573176,0.00064699835,0.02037794,0.000021093096,0.00006839464,0.00020798035,0.00041516713,0.9001272,0.07696316,0.00034489948,0.00078224274,0.000024363984],"about_ca_topic_score_codex":0.00419004,"about_ca_topic_score_gemma":0.0046521905,"teacher_disagreement_score":0.00419004,"about_ca_system_score_codex":0.00036269758,"about_ca_system_score_gemma":0.000300592,"threshold_uncertainty_score":0.008331299},"labels":[],"label_agreement":null},{"id":"W2082011851","doi":"10.1016/j.engstruct.2011.04.009","title":"Effectiveness of the 30%-rule at predicting the elastic seismic demand on bridge columns subjected to bi-directional earthquake motions","year":2011,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; École de Technologie Supérieure","funders":"Université Laval","keywords":"Seismic hazard; Bridge (graph theory); Structural engineering; Geology; Response spectrum; Earthquake simulation; Seismology; Seismic analysis; Ground motion; Seismic wave; Engineering","score_opus":0.0064882970168881225,"score_gpt":0.1851264734431003,"score_spread":0.17863817642621216,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2082011851","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9501702,0.00034081098,0.04447823,0.00015743265,0.00010357191,0.000028734614,0.00035452849,0.00036381074,0.0040028496],"genre_scores_gemma":[0.99572104,0.00004907178,0.0034119657,0.000020581201,0.000014848022,0.000007706976,0.00016127285,0.000017339871,0.00059620454],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99944764,0.00017020332,0.000048189653,0.00012229753,0.00013487812,0.0000768075],"domain_scores_gemma":[0.99713194,0.0017611134,0.00019335895,0.00021005976,0.0005078729,0.00019559902],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002046058,0.0007496207,0.00095730805,0.0007371609,0.0005142093,0.0011332305,0.00077416614,0.0011919593,0.0012443265],"category_scores_gemma":[0.0049281754,0.0002790185,0.0006268056,0.00024157898,0.0004054582,0.00084622897,0.00040317533,0.0005881094,0.0007686005],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007907668,0.00036750847,0.09698563,0.000058018526,0.00012678227,0.00032879753,0.00006403364,0.8056221,0.0056100916,0.0010628385,0.0015030825,0.08748037],"study_design_scores_gemma":[0.000004825558,0.00007316823,0.007410906,0.0000075087496,0.000017624312,0.000046535442,0.000031593245,0.9906397,0.0013427301,0.00029020596,0.00012524409,0.000009977899],"about_ca_topic_score_codex":0.009573369,"about_ca_topic_score_gemma":0.0063599595,"teacher_disagreement_score":0.009573369,"about_ca_system_score_codex":0.0002958784,"about_ca_system_score_gemma":0.0010112865,"threshold_uncertainty_score":0.01903528},"labels":[],"label_agreement":null},{"id":"W2085451162","doi":"10.1016/j.engstruct.2011.02.006","title":"Experimental evaluation of the tension stiffening behavior of HSC thick panels","year":2011,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University; Memorial University of Newfoundland","funders":"National Science Council","keywords":"Stiffening; Reinforcement; Tension (geology); Cracking; Structural engineering; Materials science; Concrete cover; Composite material; Ultimate tensile strength; Engineering","score_opus":0.03485112206376741,"score_gpt":0.2500900579372144,"score_spread":0.21523893587344697,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2085451162","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9973369,0.000027005979,0.0011825084,0.000011676165,0.000005368319,0.000008233852,0.000090555324,0.000035976165,0.0013017048],"genre_scores_gemma":[0.9984401,0.000025530398,0.00042957274,0.000006139614,0.0000028692923,0.0000061534006,0.00006849637,0.000008875791,0.0010122479],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998023,0.000024940739,0.000008136542,0.000032405405,0.00008483607,0.000047448426],"domain_scores_gemma":[0.99941266,0.00021929434,0.000084323976,0.00008927775,0.00012906079,0.000065428154],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023555948,0.0003389182,0.00014249216,0.0002429517,0.00035246668,0.00015796376,0.0002692511,0.00051804935,0.005850493],"category_scores_gemma":[0.00068128604,0.00016068765,0.00013721338,0.00021110375,0.00056613004,0.00032876036,0.00030484746,0.0004452566,0.0003591108],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00041841762,0.00022452793,0.0007008543,0.000026488813,0.0000033260856,0.000049436156,0.00007266312,0.002189582,0.99392253,0.00015422545,0.0000646876,0.002173329],"study_design_scores_gemma":[0.000042015934,0.0014480941,0.013116845,0.000007030331,0.000010266767,0.00008540554,0.000104374245,0.014859641,0.9696277,0.000069346264,0.0006183949,0.000010900395],"about_ca_topic_score_codex":0.00071760634,"about_ca_topic_score_gemma":0.00096787955,"teacher_disagreement_score":0.005850493,"about_ca_system_score_codex":0.00017596624,"about_ca_system_score_gemma":0.00013816512,"threshold_uncertainty_score":0.01957184},"labels":[],"label_agreement":null},{"id":"W2088873289","doi":"10.1016/j.engstruct.2010.11.027","title":"A hybrid structural control system using a tuned liquid damper to reduce the wind induced motion of a base isolated structure","year":2010,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Vibration Control and Rheological Fluids","field":"Engineering","cited_by":73,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"Ontario Ministry of Research and Innovation; Natural Sciences and Engineering Research Council of Canada","keywords":"Slosh dynamics; Damper; Vibration; Nonlinear system; Structural engineering; Natural frequency; Vibration control; Base (topology); Tuned mass damper; Thermoluminescent dosimeter; Amplitude; Mechanics; Control theory (sociology); Engineering; Physics; Acoustics; Computer science; Mathematical analysis; Mathematics; Optics","score_opus":0.005639023800936171,"score_gpt":0.2010016295249778,"score_spread":0.19536260572404163,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2088873289","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.27718684,0.00021235982,0.7141604,0.00015028095,0.00015799463,0.00009690853,0.000058333215,0.001847732,0.0061291764],"genre_scores_gemma":[0.957991,0.000047257206,0.038384005,0.00006802715,0.000040694267,0.00008629785,0.00004188482,0.000021883618,0.003318887],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999105,0.000009072144,0.0000048420493,0.000029631461,0.000033547683,0.00001246541],"domain_scores_gemma":[0.9998981,0.000017592078,0.000023133593,0.00001152663,0.000029643417,0.00002003323],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001425483,0.00030316584,0.00030581886,0.00022469513,0.00041477298,0.0003038409,0.00070487574,0.000394671,0.0022861604],"category_scores_gemma":[0.00014281333,0.00015515715,0.00020056135,0.00010549715,0.00020661566,0.00021470975,0.00037802852,0.00024841927,0.00035590027],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00067755324,0.00021649893,0.00077668234,0.00022425031,0.00007233999,0.00021298374,0.00017613129,0.041457403,0.8231791,0.0018388833,0.0011307518,0.1300373],"study_design_scores_gemma":[0.00039416447,0.0021349979,0.0039859843,0.00003310243,0.0001387932,0.0002302878,0.00005540935,0.84704435,0.13799353,0.00059246254,0.007341156,0.000055768785],"about_ca_topic_score_codex":0.0006718081,"about_ca_topic_score_gemma":0.0015480644,"teacher_disagreement_score":0.0022861604,"about_ca_system_score_codex":0.0001534055,"about_ca_system_score_gemma":0.00020730235,"threshold_uncertainty_score":0.007647991},"labels":[],"label_agreement":null},{"id":"W2089656731","doi":"10.1016/s0141-0296(02)00025-1","title":"Performance of concrete structures retrofitted with fibre reinforced polymers","year":2002,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":89,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Retrofitting; Fibre-reinforced plastic; Ductility (Earth science); Structural engineering; Seismic retrofit; Bridge (graph theory); Structural material; Culvert; Engineering; Materials science; Reinforced concrete; Civil engineering; Composite material","score_opus":0.005885124508549367,"score_gpt":0.17669222469121637,"score_spread":0.170807100182667,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2089656731","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993918,0.000050765273,0.0002584873,0.000005664245,0.0000069940747,0.000002010605,0.000022876726,0.000029243822,0.00023202514],"genre_scores_gemma":[0.9988961,0.000055928238,0.00017848832,0.0000036088481,0.0000021557373,0.0000020784635,0.00004716102,0.000008956047,0.00080539344],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99971443,0.000038654096,0.000009763151,0.00004847441,0.0001189004,0.000069696194],"domain_scores_gemma":[0.9994584,0.00016802628,0.00010638832,0.00005018072,0.0001234863,0.00009362877],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003110132,0.0006603996,0.00042638223,0.0003807935,0.00038642297,0.00030491897,0.0005262531,0.0008118945,0.0016304284],"category_scores_gemma":[0.0007665224,0.00028708775,0.00043128006,0.00024578272,0.0005195316,0.00038904342,0.0003072321,0.00041453537,0.0005841149],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0022342359,0.00017826169,0.0034394576,0.00008879906,0.000043517168,0.00031960744,0.00022959322,0.044255856,0.9415294,0.00018514816,0.00009736964,0.0073987297],"study_design_scores_gemma":[0.000053130076,0.0052475226,0.0177222,0.0000190648,0.00008219527,0.00024131133,0.00016432621,0.04786321,0.9280918,0.00006411137,0.0004191333,0.00003196107],"about_ca_topic_score_codex":0.0015369377,"about_ca_topic_score_gemma":0.0014845774,"teacher_disagreement_score":0.0016304284,"about_ca_system_score_codex":0.00025543882,"about_ca_system_score_gemma":0.00024052199,"threshold_uncertainty_score":0.005454302},"labels":[],"label_agreement":null},{"id":"W2091434359","doi":"10.1016/j.engstruct.2005.11.003","title":"Quantiles of critical separation distance for nonstationary seismic excitations","year":2006,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Quantile; Separation (statistics); Random vibration; Vibration; Reliability (semiconductor); Mathematics; Dispersion (optics); Quadratic equation; Statistics; Structural engineering; Engineering; Physics; Geometry; Acoustics","score_opus":0.005157953568865394,"score_gpt":0.24839124106039218,"score_spread":0.24323328749152678,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2091434359","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.17198299,0.0011130245,0.82200146,0.00058420375,0.00006842176,0.00004282443,0.0005314132,0.0007113852,0.0029642521],"genre_scores_gemma":[0.9623559,0.00064060546,0.03342629,0.00012558847,0.00016896667,0.00007499238,0.00072642526,0.00023740952,0.0022438841],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987955,0.0004268455,0.00004842219,0.000281697,0.00023145521,0.00021599527],"domain_scores_gemma":[0.94653064,0.04370843,0.0031185057,0.0027975705,0.0022601553,0.001584658],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0077059628,0.0008273973,0.0011938944,0.0018649288,0.00042477465,0.0019364625,0.0015042746,0.0013274406,0.0063735554],"category_scores_gemma":[0.04470086,0.00067678874,0.00059786165,0.0014034222,0.0026347009,0.0028748123,0.001770883,0.0023217858,0.0005782157],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000804219,0.00013205111,0.012799043,0.0004156932,0.00018258957,0.0002705348,0.0006549119,0.52488256,0.0069484655,0.39436492,0.005200285,0.0533447],"study_design_scores_gemma":[0.000032705193,0.00008500776,0.009304585,0.000057255394,0.000026711585,0.00011541579,0.000153418,0.83403903,0.001922751,0.15304329,0.0011598526,0.000059968817],"about_ca_topic_score_codex":0.0013856001,"about_ca_topic_score_gemma":0.0009428378,"teacher_disagreement_score":0.0077059628,"about_ca_system_score_codex":0.001235202,"about_ca_system_score_gemma":0.0009987715,"threshold_uncertainty_score":0.040753484},"labels":[],"label_agreement":null},{"id":"W2095833536","doi":"10.1016/s0141-0296(03)00003-8","title":"Joint slip in steel electric transmission towers","year":2003,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":104,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia; Manitoba Hydro; University of Manitoba","funders":"Natural Sciences and Engineering Research Council of Canada; Manitoba Hydro; University of Manitoba","keywords":"Slip (aerodynamics); Structural engineering; Joint (building); Clamping; Galvanization; Bolted joint; Shear (geology); Engineering; Materials science; Finite element method; Composite material; Mechanical engineering","score_opus":0.0037967431373052783,"score_gpt":0.1745011335268579,"score_spread":0.17070439038955262,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2095833536","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99271446,0.0000523961,0.0047024903,0.000023733932,0.000009071525,0.0000023261505,0.000021706157,0.00001660838,0.002457262],"genre_scores_gemma":[0.99919456,0.000013672268,0.00020132356,0.0000015253296,0.0000026964076,6.821228e-7,0.000011863729,0.0000031093555,0.0005706069],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999229,0.000012773621,0.0000033511856,0.000013390061,0.00002655324,0.000021071952],"domain_scores_gemma":[0.99968326,0.00009855077,0.00007562221,0.000017804432,0.000080126796,0.000044647153],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017570955,0.00019682794,0.00022283303,0.0006114848,0.00035937346,0.00033637907,0.00022758498,0.000368211,0.0018280438],"category_scores_gemma":[0.0010355539,0.00025035522,0.00010867565,0.0003858583,0.00045524279,0.00034876147,0.00026410914,0.00020395835,0.0002499593],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013585383,0.00025767216,0.06569995,0.00012944159,0.000049234604,0.002549933,0.0006895671,0.8010934,0.079092294,0.012093322,0.0015404404,0.03544625],"study_design_scores_gemma":[0.00003468817,0.0002299606,0.07436088,0.000012818442,0.000017522438,0.00031167956,0.0004729103,0.91671044,0.0051027285,0.0021661192,0.00056272605,0.000017583907],"about_ca_topic_score_codex":0.003148482,"about_ca_topic_score_gemma":0.0026319844,"teacher_disagreement_score":0.003148482,"about_ca_system_score_codex":0.00027450465,"about_ca_system_score_gemma":0.00016903674,"threshold_uncertainty_score":0.0062603354},"labels":[],"label_agreement":null},{"id":"W2104846091","doi":"10.1016/j.engstruct.2007.03.021","title":"A probabilistic assessment of the effect of post-weld treatment on the fatigue performance of tubular truss bridges","year":2007,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Fatigue and fracture mechanics","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Schweizerischer Nationalfonds zur Förderung der Wissenschaftlichen Forschung; National Research Foundation","keywords":"Structural engineering; Welding; Truss; Truss bridge; Probabilistic logic; Reliability (semiconductor); Bridge (graph theory); Fatigue limit; Residual stress; Stress intensity factor; Amplitude; Engineering; Materials science; Fracture mechanics; Computer science; Composite material; Mechanical engineering","score_opus":0.006270630188468395,"score_gpt":0.22232802124385836,"score_spread":0.21605739105538996,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2104846091","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97482806,0.0003558621,0.023358995,0.000036897505,0.000007681118,0.000028430644,0.00014245314,0.000096839176,0.0011448167],"genre_scores_gemma":[0.9981944,0.000046730107,0.0013842478,0.0000045557294,0.0000033150436,0.000009252204,0.000049429564,0.000008410669,0.00029969582],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992435,0.00026031854,0.000034905283,0.00009685903,0.00027036955,0.000094065035],"domain_scores_gemma":[0.9952963,0.0032399446,0.0006092179,0.00026895656,0.0005187558,0.000066819426],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0024494077,0.0006588083,0.00051146065,0.0008722658,0.00037248957,0.00042791426,0.0008584326,0.0016127027,0.0014119443],"category_scores_gemma":[0.0040286304,0.00050847797,0.0008289021,0.0004939067,0.0005846132,0.000513344,0.00038036486,0.00031988477,0.00021136356],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00072200276,0.0001520422,0.009711413,0.000085686275,0.000088014494,0.000097687756,0.000049903254,0.94464517,0.02846833,0.00043003605,0.000120705845,0.0154289445],"study_design_scores_gemma":[0.00002714983,0.0018040255,0.03096683,0.000012112986,0.00016635,0.00011502624,0.000039074435,0.94028383,0.025831651,0.00043335854,0.00027789574,0.00004259642],"about_ca_topic_score_codex":0.0023125184,"about_ca_topic_score_gemma":0.0030512738,"teacher_disagreement_score":0.0024494077,"about_ca_system_score_codex":0.00057340396,"about_ca_system_score_gemma":0.00026074794,"threshold_uncertainty_score":0.012953877},"labels":[],"label_agreement":null},{"id":"W2164374499","doi":"10.1016/j.engstruct.2014.07.044","title":"The effect of corrosion on shear behavior of reinforced self-consolidating concrete beams","year":2014,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":55,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Türkiye Bilimler Akademisi","keywords":"Corrosion; Materials science; Rebar; Failure mode and effects analysis; Composite material; Beam (structure); Ultimate tensile strength; Shear (geology); Self-consolidating concrete; Structural engineering; Reinforced concrete; Flexural strength; Compressive strength; Engineering","score_opus":0.002878256630935686,"score_gpt":0.19841350100065072,"score_spread":0.19553524436971503,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2164374499","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999231,0.00010874357,0.00018917346,0.000008968958,0.000003629919,9.0938056e-7,0.000017319737,0.0000078609,0.00043235696],"genre_scores_gemma":[0.9993967,0.00005728902,0.00008217747,0.0000044072103,0.000001950958,3.8605677e-7,0.000022867678,0.0000044885965,0.00042978118],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998424,0.000025988636,0.000006785155,0.000020096832,0.000057489087,0.000047205696],"domain_scores_gemma":[0.9993248,0.00028602735,0.000100599704,0.000041529285,0.00019362863,0.00005357729],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022623582,0.00025750927,0.00023495025,0.00022530482,0.0001810243,0.00022633854,0.0002946887,0.00033609316,0.0015722197],"category_scores_gemma":[0.00083606126,0.00020793463,0.0002677502,0.00014493629,0.00035256767,0.0001869069,0.000106650645,0.00031990066,0.00025082493],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014579862,0.00011464034,0.01141744,0.00009028119,0.000047924572,0.00041041482,0.00021801291,0.018210668,0.95781773,0.0002864406,0.00021677458,0.009711679],"study_design_scores_gemma":[0.000027277545,0.001598662,0.09123097,0.000015217844,0.000085448046,0.0003200718,0.00022685237,0.062200855,0.84346,0.00010022698,0.0006997067,0.000034715096],"about_ca_topic_score_codex":0.0035048972,"about_ca_topic_score_gemma":0.004611984,"teacher_disagreement_score":0.0035048972,"about_ca_system_score_codex":0.00029267554,"about_ca_system_score_gemma":0.00017116319,"threshold_uncertainty_score":0.006968975},"labels":[],"label_agreement":null},{"id":"W2168288331","doi":"10.1016/j.engstruct.2015.08.029","title":"Structural performance of ultra-high-performance concrete beams with different steel fibers","year":2015,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":464,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Materials science; Ductility (Earth science); Cracking; Composite material; Stiffness; Fiber; Reinforcement; Fiber-reinforced concrete; Structural engineering; Creep","score_opus":0.008142083912248027,"score_gpt":0.18901860803992934,"score_spread":0.18087652412768132,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2168288331","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987256,0.0001063447,0.0006160511,0.000008459973,0.000006937349,0.0000019147958,0.00003880769,0.000023591585,0.00047229815],"genre_scores_gemma":[0.9988207,0.000059237504,0.00036200506,0.0000052861737,0.0000021283045,0.0000026159303,0.000057136167,0.0000064115698,0.0006844159],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99967384,0.000041443916,0.0000143621355,0.000047398644,0.00012715891,0.00009573565],"domain_scores_gemma":[0.9992174,0.00019904487,0.000158917,0.000059061695,0.00022897474,0.00013658902],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00049484894,0.00052762375,0.0002704433,0.0004788853,0.00026735076,0.00020825925,0.00049873814,0.0005832648,0.002058162],"category_scores_gemma":[0.00055213756,0.0002617213,0.00034537585,0.00032096927,0.0005321015,0.00038253888,0.00034252048,0.00029625808,0.0003288588],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014092074,0.00013255667,0.0035721355,0.0000963679,0.000041503445,0.00009241671,0.00015232436,0.015421871,0.9732281,0.0003131639,0.0001660589,0.005374283],"study_design_scores_gemma":[0.000038016555,0.0016969043,0.02603064,0.000024049012,0.00007645173,0.00008150843,0.00016506726,0.029145261,0.9420592,0.00006814943,0.00058231095,0.000032359974],"about_ca_topic_score_codex":0.0017314249,"about_ca_topic_score_gemma":0.0027316317,"teacher_disagreement_score":0.002058162,"about_ca_system_score_codex":0.00030845098,"about_ca_system_score_gemma":0.0003359197,"threshold_uncertainty_score":0.006885171},"labels":[],"label_agreement":null},{"id":"W2175538335","doi":"10.1016/j.engstruct.2015.10.002","title":"Experimental investigation of connection details for precast deck panels on concrete girders in composite deck construction","year":2015,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo; Queen's University","funders":"Ministère des Transports","keywords":"Precast concrete; Structural engineering; Deck; Girder; Rebar; Bridge deck; Engineering; Composite number; Shear (geology); Bridge (graph theory); Beam (structure); Geotechnical engineering; Materials science; Composite material","score_opus":0.022135526758213477,"score_gpt":0.23924263259129172,"score_spread":0.21710710583307824,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2175538335","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998594,0.000012849416,0.0008426198,0.0000034236346,0.0000047073136,0.0000093689705,0.00005339656,0.000017879654,0.00046164668],"genre_scores_gemma":[0.99906236,0.000013066955,0.00050357624,0.0000017044887,0.0000012894236,0.0000057835705,0.00004186166,0.000007641269,0.00036263623],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996137,0.00006486614,0.000016081436,0.000081593855,0.00013153916,0.000092216666],"domain_scores_gemma":[0.9986878,0.0005989112,0.00013116401,0.00025509266,0.00020701537,0.00011992735],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035071783,0.00043162573,0.00031508162,0.00029668031,0.00053990324,0.00022855744,0.0005918756,0.0005883412,0.004131519],"category_scores_gemma":[0.0015130969,0.00037352313,0.00023528161,0.00023607549,0.00061536307,0.00042540702,0.0004169581,0.0005324292,0.00029726897],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001745897,0.0011399802,0.0076021077,0.00011540753,0.000015805126,0.00023241993,0.00040335848,0.017778182,0.96267575,0.00069190725,0.00016733923,0.007431889],"study_design_scores_gemma":[0.00011474575,0.0072593926,0.081134915,0.000031779105,0.00007298617,0.00027003302,0.0005397545,0.06548653,0.843427,0.0002910401,0.0013330578,0.00003881397],"about_ca_topic_score_codex":0.0008236674,"about_ca_topic_score_gemma":0.0016913515,"teacher_disagreement_score":0.004131519,"about_ca_system_score_codex":0.0002542279,"about_ca_system_score_gemma":0.0003091042,"threshold_uncertainty_score":0.013821304},"labels":[],"label_agreement":null},{"id":"W2196996472","doi":"10.1016/j.engstruct.2015.05.009","title":"Behavior of ultra-high performance fiber reinforced concrete columns under pure axial loading","year":2015,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":112,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University; University of Ottawa","funders":"","keywords":"Ductility (Earth science); Reinforcement; Transverse plane; Structural engineering; Materials science; Fiber-reinforced concrete; Toughness; Reinforced concrete; Fiber; Composite material; Engineering; Creep","score_opus":0.01058575089894462,"score_gpt":0.21278233258689028,"score_spread":0.20219658168794566,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2196996472","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990097,0.000021101596,0.00022664189,0.000008840876,0.0000022821303,0.000001697563,0.000056343037,0.000025302457,0.0006480991],"genre_scores_gemma":[0.99921346,0.000016031154,0.00007076002,0.000003842541,9.1746665e-7,0.0000012121351,0.00005849118,0.0000048630354,0.00063038286],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999224,0.00000744344,0.0000020573734,0.000012924729,0.00002769123,0.000027559898],"domain_scores_gemma":[0.99963844,0.00010113098,0.00005701397,0.000022203581,0.0000901346,0.000091172915],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008134313,0.00017338601,0.000120402896,0.00031832774,0.0002730898,0.0001956971,0.00020291981,0.00026968014,0.0024780864],"category_scores_gemma":[0.00034883732,0.00013890037,0.00010456192,0.00015749813,0.0004393776,0.00019008988,0.00015954,0.00021404383,0.0002560533],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000982679,0.00019276919,0.008808795,0.00006609652,0.00002554974,0.0004920917,0.00034170444,0.036277603,0.9457298,0.00047239833,0.00043670874,0.006173852],"study_design_scores_gemma":[0.000038985618,0.0012925446,0.1962714,0.000030596835,0.000047080193,0.0003209401,0.00075932615,0.24664208,0.55307955,0.00023731988,0.0012208268,0.000059497805],"about_ca_topic_score_codex":0.005001397,"about_ca_topic_score_gemma":0.0052664126,"teacher_disagreement_score":0.005001397,"about_ca_system_score_codex":0.00025566202,"about_ca_system_score_gemma":0.00020319707,"threshold_uncertainty_score":0.009944558},"labels":[],"label_agreement":null},{"id":"W2198379938","doi":"10.1016/j.engstruct.2015.10.048","title":"Earthquake-resistant design of buckling-restrained braced RC moment frames using performance-based plastic design method","year":2015,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":81,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"University of British Columbia; National Natural Science Foundation of China; Ministère de l’Éducation, Gouvernement de l’Ontario; University of Michigan","keywords":"Structural engineering; Moment (physics); Dissipation; Bilinear interpolation; Braced frame; Ductility (Earth science); Shear wall; Seismic analysis; OpenSees; Nonlinear system; Engineering; Buckling; Frame (networking); Computer science; Finite element method; Materials science","score_opus":0.030442406291018756,"score_gpt":0.24201162991621353,"score_spread":0.21156922362519476,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2198379938","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.08764246,0.00017709125,0.90091336,0.000041894913,0.000027562883,0.000057494148,0.00004447331,0.00019237047,0.010903203],"genre_scores_gemma":[0.89383525,0.00023904258,0.099599615,0.000035660047,0.000013897687,0.0001325044,0.000090340414,0.0000857307,0.0059680487],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998677,0.0000280186,0.0000058792434,0.000019890114,0.000060245435,0.000018419276],"domain_scores_gemma":[0.9998392,0.00003701501,0.000039512484,0.000015908452,0.00005763509,0.000010552576],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030562474,0.0006372405,0.0005444231,0.0005442716,0.0002572457,0.0004871898,0.000978832,0.0005866351,0.0026573555],"category_scores_gemma":[0.00052227936,0.0003870237,0.00042323166,0.00025489193,0.0003105048,0.00028979313,0.00033267276,0.00029117733,0.0004429648],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005889281,0.000044951623,0.00034926977,0.000100749254,0.000022142947,0.00008865435,0.000060230333,0.93791044,0.029546754,0.006015284,0.00031692666,0.025485806],"study_design_scores_gemma":[0.000006342685,0.0000746651,0.00019449,0.00000833104,0.000013009195,0.00001988446,0.000015347623,0.99612325,0.002451995,0.0003778993,0.00070953293,0.0000052327127],"about_ca_topic_score_codex":0.0020362448,"about_ca_topic_score_gemma":0.0031092775,"teacher_disagreement_score":0.0026573555,"about_ca_system_score_codex":0.00032413783,"about_ca_system_score_gemma":0.00071222195,"threshold_uncertainty_score":0.008889735},"labels":[],"label_agreement":null},{"id":"W2231309895","doi":"10.1016/j.engstruct.2015.10.049","title":"Optimized shear design equation for slender concrete beams reinforced with FRP bars and stirrups using Genetic Algorithm and reliability analysis","year":2015,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":65,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Fibre-reinforced plastic; Rebar; Structural engineering; Shear (geology); Reinforced concrete; Test data; Materials science; Engineering; Composite material","score_opus":0.02164755986606523,"score_gpt":0.23198374701839794,"score_spread":0.2103361871523327,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2231309895","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.017869085,0.00015738896,0.97359097,0.000105899795,0.000050596293,0.00008738613,0.00010624981,0.00018889629,0.007843584],"genre_scores_gemma":[0.46499434,0.0003256008,0.51691115,0.00011778699,0.000050556027,0.00064141664,0.0003038316,0.00030777912,0.016347544],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997831,0.000053917374,0.000008809041,0.000038085174,0.00009484206,0.000021170683],"domain_scores_gemma":[0.99942905,0.0002627044,0.00004052807,0.000019377841,0.00023772033,0.000010631151],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00077965023,0.00062599155,0.0009844908,0.00074542884,0.0004291528,0.00077644247,0.0010287792,0.0015172007,0.005860608],"category_scores_gemma":[0.0016661477,0.0007138423,0.0008768648,0.0006308537,0.0004373563,0.00052302564,0.00042960656,0.00086213363,0.00091573945],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008725991,0.000009909528,0.00017653915,0.000029694767,0.000007968995,0.000024413976,0.000024642679,0.9868558,0.00088131544,0.0033438522,0.00034036548,0.008296696],"study_design_scores_gemma":[0.0000047047906,0.0000059643558,0.00006178015,0.0000040328573,0.0000048465927,0.0000053586145,0.0000052642185,0.9989272,0.00019079924,0.00050731486,0.00028040647,0.0000023480864],"about_ca_topic_score_codex":0.012855454,"about_ca_topic_score_gemma":0.01521317,"teacher_disagreement_score":0.012855454,"about_ca_system_score_codex":0.0011010949,"about_ca_system_score_gemma":0.0017732455,"threshold_uncertainty_score":0.025561213},"labels":[{"model":"gemma","categories":[],"domain":null,"study_design":"simulation_or_modeling","genre":"methods","about_ca_system":false,"about_ca_topic":false,"confidence":"low"},{"model":"gpt","categories":[],"domain":null,"study_design":"simulation_or_modeling","genre":"methods","about_ca_system":false,"about_ca_topic":false,"confidence":"high"}],"label_agreement":"agree"},{"id":"W2232684743","doi":"10.1016/j.engstruct.2015.12.037","title":"Finite/discrete element model of tension stiffening in GFRP reinforced concrete","year":2016,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Stiffening; Fibre-reinforced plastic; Tension (geology); Structural engineering; Finite element method; Shrinkage; Materials science; Composite material; Engineering; Ultimate tensile strength","score_opus":0.009907406648040084,"score_gpt":0.21126173282300356,"score_spread":0.2013543261749635,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2232684743","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.24154983,0.0005037787,0.69982696,0.00054481026,0.00019165849,0.00012863403,0.0006525788,0.0006708951,0.055930834],"genre_scores_gemma":[0.94580144,0.00022781953,0.031984482,0.00008891151,0.000028820752,0.000095553114,0.00022269264,0.000095991796,0.021454284],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998565,0.00003081756,0.000007110929,0.00002352934,0.000064249216,0.00001779348],"domain_scores_gemma":[0.9998356,0.000057810543,0.000026513422,0.000017708227,0.00004256751,0.0000197822],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022602045,0.0003713568,0.000715574,0.0004597238,0.00040886336,0.00068901735,0.0014077673,0.0019264173,0.0038582508],"category_scores_gemma":[0.00058311253,0.00049923226,0.000480871,0.0004142261,0.0009355208,0.0005017273,0.00047769767,0.00073931005,0.00060889596],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015570062,0.000025676225,0.00014022506,0.00001945074,0.0000072254575,0.000054231987,0.000024858662,0.98869216,0.0024409203,0.0061958036,0.00009542204,0.0022883727],"study_design_scores_gemma":[0.0000037882141,0.0000050751987,0.00007958397,0.0000021609226,0.0000019964846,0.0000073706647,0.0000058866485,0.9990107,0.0002591587,0.00041787396,0.00020399918,0.000002441697],"about_ca_topic_score_codex":0.014283659,"about_ca_topic_score_gemma":0.0095407665,"teacher_disagreement_score":0.014283659,"about_ca_system_score_codex":0.0007118213,"about_ca_system_score_gemma":0.0008787626,"threshold_uncertainty_score":0.028401017},"labels":[],"label_agreement":null},{"id":"W2251832008","doi":"10.1016/j.engstruct.2015.10.032","title":"Thermally induced soil structure interaction in the existing integral bridge","year":2015,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Read Jones Christoffersen (Canada)","funders":"Kansas Department of Transportation; China Scholarship Council; University of Kansas","keywords":"Bridge (graph theory); Soil structure interaction; Structural engineering; Materials science; Engineering; Mathematics; Finite element method","score_opus":0.02444197517559851,"score_gpt":0.24402072217704776,"score_spread":0.21957874700144925,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2251832008","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98805994,0.000042218166,0.0052168486,0.000041526862,0.000011226308,0.0000074316936,0.00002442142,0.000029453837,0.006566994],"genre_scores_gemma":[0.998917,0.000010348436,0.00016458206,0.0000041421717,0.0000018206612,0.000002186515,0.000009065412,0.000005917751,0.00088499504],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998845,0.000015372905,0.0000024680717,0.000023586368,0.000029453873,0.00004465188],"domain_scores_gemma":[0.9998996,0.000020628228,0.000015253472,0.0000104003175,0.000024887044,0.000029146113],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001145643,0.00014964308,0.00023744912,0.0003645065,0.00048078666,0.00053800584,0.0004271476,0.00048496324,0.00418817],"category_scores_gemma":[0.00045632894,0.00023924164,0.00021140045,0.00024666428,0.000556149,0.0004759273,0.00063121726,0.00038326727,0.0002801012],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001209601,0.00078958896,0.02700031,0.00013374309,0.00008609332,0.0027739618,0.0009904812,0.46473205,0.43524048,0.03979673,0.0013999705,0.025847003],"study_design_scores_gemma":[0.000057231995,0.00034101127,0.08268362,0.000015828617,0.000058073867,0.0006139374,0.00095293875,0.87967277,0.028020913,0.006245087,0.001277323,0.00006121586],"about_ca_topic_score_codex":0.0013393034,"about_ca_topic_score_gemma":0.0018767802,"teacher_disagreement_score":0.00418817,"about_ca_system_score_codex":0.00041686968,"about_ca_system_score_gemma":0.00035154063,"threshold_uncertainty_score":0.014010847},"labels":[],"label_agreement":null},{"id":"W2276928499","doi":"10.1016/j.engstruct.2016.02.013","title":"Detection and prediction of seismic damage to a high-strength concrete moment resisting frame structure","year":2016,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"SNC-Lavalin (Canada); Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Stiffness; Vibration; Frame (networking); Dynamic testing; Moment (physics); Reinforced concrete; Engineering; Mechanical engineering","score_opus":0.005254879958135381,"score_gpt":0.21098978695601228,"score_spread":0.2057349069978769,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2276928499","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9747567,0.000023694807,0.024867916,0.000020467305,0.0000052904006,0.0000067486544,0.000021576281,0.0000836336,0.0002138912],"genre_scores_gemma":[0.9967243,0.000011836182,0.0030283078,0.0000022522056,0.0000028331028,0.0000022379545,0.000021047259,0.0000015429541,0.00020571811],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998716,0.000019274632,0.000005345629,0.00002794868,0.000054533466,0.00002119593],"domain_scores_gemma":[0.9993262,0.00033853267,0.0001384289,0.00003443167,0.00009053196,0.000071916314],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026619804,0.00044179716,0.00028004005,0.000669665,0.00019544423,0.00016671476,0.00033183116,0.0007744078,0.0002873487],"category_scores_gemma":[0.00090923265,0.00019707279,0.00014422135,0.00015298904,0.00028697334,0.00024453245,0.0002228511,0.00028098677,0.00009784548],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015549712,0.00085212255,0.14782482,0.000093844435,0.00008724269,0.00089799654,0.00020802673,0.21294144,0.49800742,0.0006612728,0.00047066758,0.1364002],"study_design_scores_gemma":[0.00001607906,0.0004940762,0.06748497,0.0000033849235,0.000022952881,0.00021717728,0.00004234124,0.90073276,0.030756075,0.00014619816,0.000074057556,0.000009770821],"about_ca_topic_score_codex":0.0018512118,"about_ca_topic_score_gemma":0.002497665,"teacher_disagreement_score":0.0018512118,"about_ca_system_score_codex":0.00018016658,"about_ca_system_score_gemma":0.00021956785,"threshold_uncertainty_score":0.0036808252},"labels":[],"label_agreement":null},{"id":"W2300776510","doi":"10.1016/j.engstruct.2016.02.039","title":"Inelastic response of steel roof deck diaphragms with nailed and welded connections","year":2016,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"University of British Columbia","keywords":"Structural engineering; Deck; Welding; Roof; Shear (geology); Stiffness; Materials science; Deformation (meteorology); Composite material; Engineering","score_opus":0.0031177977983051835,"score_gpt":0.1712473368603671,"score_spread":0.16812953906206193,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2300776510","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99421656,0.000034684737,0.003240803,0.000026163389,0.000007691004,0.000006008347,0.000060698134,0.000030134044,0.002377243],"genre_scores_gemma":[0.99873346,0.00001190353,0.000259838,0.000006132943,0.0000010963416,0.0000019394379,0.000034984954,0.000005183883,0.0009456006],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997234,0.000042519972,0.000009914661,0.00005261242,0.00009521357,0.00007640854],"domain_scores_gemma":[0.9996567,0.00012692278,0.00003788613,0.000049745977,0.0000702787,0.000058393023],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003339123,0.00031339226,0.00039141905,0.00029777244,0.00033527883,0.0003884914,0.0006953027,0.00080530124,0.004254191],"category_scores_gemma":[0.0009164211,0.00037878501,0.0003317717,0.00026858013,0.00064974965,0.0003549065,0.0005038226,0.00028699386,0.0005930843],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0022584896,0.00025995314,0.012665185,0.00018159774,0.0000984363,0.0014475114,0.00049724453,0.4342844,0.5293904,0.0023546717,0.0006966736,0.01586549],"study_design_scores_gemma":[0.000038813276,0.00066281355,0.044370692,0.000018463357,0.000034816094,0.00032269515,0.0008014019,0.86674917,0.085486695,0.0006449132,0.0008213179,0.00004816296],"about_ca_topic_score_codex":0.0014893259,"about_ca_topic_score_gemma":0.0015259302,"teacher_disagreement_score":0.004254191,"about_ca_system_score_codex":0.00034841307,"about_ca_system_score_gemma":0.00022901881,"threshold_uncertainty_score":0.014231682},"labels":[],"label_agreement":null},{"id":"W2401075917","doi":"10.1016/j.engstruct.2016.04.054","title":"Seismic evaluation of modular steel buildings","year":2016,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":190,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada; Federal Emergency Management Agency","keywords":"OpenSees; Modular design; Structural engineering; Discontinuity (linguistics); Engineering; Nonlinear system; Civil engineering; Computer science; Finite element method; Mathematics","score_opus":0.007494624679974053,"score_gpt":0.21205665808794288,"score_spread":0.20456203340796883,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2401075917","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9930193,0.000029193425,0.004750844,0.000014814288,0.0000028436814,0.000005659944,0.000068291585,0.00003637684,0.0020726752],"genre_scores_gemma":[0.9985581,0.000017339167,0.0007778601,0.0000014895945,0.0000015383266,0.0000025121199,0.00006929346,0.0000057398897,0.0005661312],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997261,0.000078799574,0.000008060077,0.000018898249,0.000115129,0.000052929317],"domain_scores_gemma":[0.9995977,0.0001470725,0.000053519245,0.000029831299,0.00012697099,0.00004487657],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004813821,0.00076737395,0.00037396635,0.00094459346,0.00022265271,0.00035149438,0.00039349383,0.00048963656,0.0015776947],"category_scores_gemma":[0.00085825473,0.00020266263,0.0003157465,0.0006992219,0.00034463347,0.00026166489,0.00040209366,0.00019619985,0.00029793713],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011222505,0.00032474677,0.023581943,0.00011201754,0.00006143683,0.0004711626,0.00027072232,0.7680272,0.15527628,0.0013621065,0.0005970171,0.04879317],"study_design_scores_gemma":[0.000020565603,0.001162334,0.04176239,0.000010990676,0.00004208619,0.00011832104,0.00023900023,0.9308709,0.025005281,0.00024134014,0.0005078251,0.000018940123],"about_ca_topic_score_codex":0.0036029078,"about_ca_topic_score_gemma":0.006285108,"teacher_disagreement_score":0.0036029078,"about_ca_system_score_codex":0.0005359895,"about_ca_system_score_gemma":0.00029769467,"threshold_uncertainty_score":0.0071638823},"labels":[],"label_agreement":null},{"id":"W2518647035","doi":"10.1016/j.engstruct.2016.08.011","title":"Seismic behavior of deficient reinforced concrete bridge piers confined with FRP – A fractional factorial analysis","year":2016,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Mitacs","keywords":"Structural engineering; Pier; Ductility (Earth science); Fibre-reinforced plastic; Failure mode and effects analysis; Materials science; Shear (geology); Ultimate load; Span (engineering); Buckling; Structural load; Seismic analysis; Geotechnical engineering; Finite element method; Engineering; Composite material","score_opus":0.006788648881787757,"score_gpt":0.2068937353822049,"score_spread":0.20010508650041714,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2518647035","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9962574,0.000010477387,0.0031812396,0.00001166652,0.0000011406992,9.349344e-7,0.000013939884,0.000014708282,0.0005084052],"genre_scores_gemma":[0.9995586,0.000003997776,0.00025592087,0.0000010136573,8.2557796e-7,7.073796e-7,0.00001533216,0.0000024779426,0.0001611229],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987054,0.00003168737,0.000004625986,0.000033382148,0.000023797656,0.00003590804],"domain_scores_gemma":[0.99938715,0.00028877816,0.00011385569,0.000056376848,0.000091669375,0.000062194405],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027128315,0.00020149924,0.00036152062,0.00040833515,0.00028164123,0.00027480736,0.00033556408,0.00043985844,0.0009128872],"category_scores_gemma":[0.00095666165,0.00017828406,0.0003132047,0.00034072335,0.0004977204,0.00036458223,0.00020849866,0.00018672486,0.000078690435],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013842804,0.0004893114,0.044718605,0.00009718112,0.00009670795,0.0011569014,0.00044129993,0.7232373,0.20077644,0.0074698157,0.0005620104,0.01957019],"study_design_scores_gemma":[0.0000050920785,0.000104441875,0.019059367,0.0000017351693,0.000015264708,0.000054602813,0.000069821275,0.9766234,0.0037014373,0.0002765032,0.00007706482,0.000011323729],"about_ca_topic_score_codex":0.004337816,"about_ca_topic_score_gemma":0.0033591716,"teacher_disagreement_score":0.004337816,"about_ca_system_score_codex":0.00040822537,"about_ca_system_score_gemma":0.00025366084,"threshold_uncertainty_score":0.00862515},"labels":[],"label_agreement":null},{"id":"W2520207785","doi":"10.1016/j.engstruct.2016.08.032","title":"Numerical strategies for damage assessment of reinforced concrete block walls subjected to blast risk","year":2016,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Response to Dynamic Loads","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Bruce Power (Canada); McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Reinforced concrete; Block (permutation group theory); Engineering; Forensic engineering; Geotechnical engineering; Mathematics","score_opus":0.004382882383144803,"score_gpt":0.23394752074662464,"score_spread":0.22956463836347984,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2520207785","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.14591885,0.0003644845,0.8386699,0.00026890694,0.00006547507,0.00019799855,0.00006293854,0.00018008522,0.014271296],"genre_scores_gemma":[0.88849074,0.00035631726,0.10369926,0.000049312264,0.000030628027,0.00019201574,0.00005056348,0.000056249282,0.0070749316],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998093,0.000071082926,0.00001105335,0.000013397929,0.0000726817,0.000022428536],"domain_scores_gemma":[0.9994324,0.00028111791,0.00007554693,0.000031792664,0.0001454648,0.000033667286],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007720186,0.0005352076,0.0004875921,0.0010518839,0.00048330767,0.00081715925,0.0010811945,0.0011271074,0.002961601],"category_scores_gemma":[0.0032116857,0.00050845183,0.000351667,0.00043103943,0.000670556,0.00059464196,0.001076314,0.00047923988,0.00042123446],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000034524466,0.0000400277,0.0005631516,0.000035934085,0.000011374272,0.00006733261,0.00006219568,0.9724067,0.004422399,0.0061783395,0.0001612584,0.016016746],"study_design_scores_gemma":[0.0000022573024,0.00001048895,0.00008567197,0.0000044442327,0.0000019015389,0.0000056540807,0.00001144738,0.99867225,0.00034169617,0.00076881016,0.000093137794,0.0000023658579],"about_ca_topic_score_codex":0.0045522484,"about_ca_topic_score_gemma":0.0059928065,"teacher_disagreement_score":0.0045522484,"about_ca_system_score_codex":0.0005285635,"about_ca_system_score_gemma":0.0007489427,"threshold_uncertainty_score":0.009907544},"labels":[],"label_agreement":null},{"id":"W2533748374","doi":"10.1016/j.engstruct.2016.10.006","title":"Estimating the added effective damping of SDOF systems incorporating multiple dynamic vibration absorbers with nonlinear damping","year":2016,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Vibration Control and Rheological Fluids","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University; Rowan Williams Davies & Irwin (Canada)","funders":"","keywords":"Nonlinear system; Control theory (sociology); Tuned mass damper; Structural system; Vibration; Vibration control; Added mass; Damping ratio; Damping torque; Reduction (mathematics); Acceleration; Engineering; Damper; Structural engineering; Computer science; Physics; Mathematics; Acoustics; Classical mechanics","score_opus":0.002957795737322955,"score_gpt":0.18202288164737646,"score_spread":0.1790650859100535,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2533748374","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.48442435,0.00014127557,0.51420414,0.00008843978,0.000029528055,0.000021083679,0.000038611914,0.00015766728,0.00089483697],"genre_scores_gemma":[0.98544264,0.000030643267,0.0139995525,0.0000067857545,0.0000071308596,0.000009829921,0.000026494887,0.000005598015,0.0004712957],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998516,0.000033684682,0.000008382877,0.00003841068,0.00004349674,0.000024413404],"domain_scores_gemma":[0.99914086,0.00057737296,0.000079506564,0.00005508052,0.00011264279,0.000034437493],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044512778,0.0005840214,0.00050260226,0.000277961,0.00021065677,0.00049344526,0.00042244224,0.0008487639,0.00055413385],"category_scores_gemma":[0.0018833741,0.00035592282,0.0002983095,0.00013494618,0.00030205914,0.00082789763,0.0005300589,0.00063733273,0.00011363991],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003979481,0.00008679028,0.0045212563,0.00012105498,0.00007529059,0.00013693892,0.00008541498,0.91609913,0.031685416,0.0012557453,0.00015586059,0.045379125],"study_design_scores_gemma":[0.0000039914635,0.000026359794,0.00053321826,0.0000021300536,0.0000050127137,0.000007840354,0.0000044826843,0.9975274,0.001707583,0.000135458,0.000043660686,0.000002882636],"about_ca_topic_score_codex":0.0024404537,"about_ca_topic_score_gemma":0.0024992763,"teacher_disagreement_score":0.0024404537,"about_ca_system_score_codex":0.00020085396,"about_ca_system_score_gemma":0.00028369855,"threshold_uncertainty_score":0.0048524737},"labels":[],"label_agreement":null},{"id":"W2535711318","doi":"10.1016/j.engstruct.2016.10.005","title":"Multi-criteria optimization of lateral load-drift response of posttensioned steel beam-column connections","year":2016,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada; CMC Microsystems","keywords":"Structural engineering; Flange; Beam (structure); Stiffness; Buckling; Finite element method; Structural load; Span (engineering); Engineering","score_opus":0.007278317289772923,"score_gpt":0.21627166829278485,"score_spread":0.20899335100301192,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2535711318","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.69486606,0.00029716498,0.28782317,0.0002688633,0.00006050097,0.00010316963,0.0001556572,0.00027294888,0.016152494],"genre_scores_gemma":[0.98981035,0.000036890262,0.007538428,0.000018535053,0.000006126311,0.000045833505,0.00003340821,0.000033036096,0.002477359],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997975,0.00007920445,0.000006188255,0.000027259786,0.00005344634,0.000036486465],"domain_scores_gemma":[0.9993285,0.0003966325,0.000084488165,0.000020445474,0.000118782205,0.0000511678],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007679804,0.00095416466,0.0007150978,0.0006616565,0.00050966657,0.0008224436,0.00079633406,0.0016047423,0.0029668433],"category_scores_gemma":[0.0014832838,0.00058106426,0.00046518026,0.00041169833,0.00065994315,0.00050628814,0.0006112118,0.00046816425,0.00026750553],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000029631978,0.000013999224,0.00012649145,0.00001580473,0.000005220677,0.000027756187,0.000010608528,0.9964191,0.0014080533,0.0002524658,0.00006964223,0.0016212066],"study_design_scores_gemma":[0.0000025487916,0.000022164772,0.000106728396,0.000001606139,0.0000015860605,0.0000021920428,0.000006791128,0.99948645,0.0002605217,0.000076203214,0.000031491076,0.0000017018688],"about_ca_topic_score_codex":0.0074184015,"about_ca_topic_score_gemma":0.007694165,"teacher_disagreement_score":0.0074184015,"about_ca_system_score_codex":0.0007657373,"about_ca_system_score_gemma":0.00068135257,"threshold_uncertainty_score":0.014750421},"labels":[],"label_agreement":null},{"id":"W2553685656","doi":"10.1016/j.engstruct.2016.11.014","title":"Analysis of reinforced concrete beams strengthened using concrete jackets","year":2016,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":46,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Parametric statistics; Structural engineering; Slip (aerodynamics); Materials science; Curvature; Stiffness; Deflection (physics); Reinforced concrete; Nonlinear system; Engineering; Mathematics; Geometry","score_opus":0.009535742233701176,"score_gpt":0.22228676764808253,"score_spread":0.21275102541438135,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2553685656","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97721446,0.00006139559,0.018729987,0.00002584623,0.000007866359,0.000016190887,0.00004841198,0.000059173784,0.0038365317],"genre_scores_gemma":[0.9958942,0.000037276495,0.0020542794,0.0000032828618,0.0000022128886,0.000007044883,0.000037334634,0.000014052066,0.001950288],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99988854,0.000023604554,0.0000031050145,0.000012689504,0.000045505916,0.000026493946],"domain_scores_gemma":[0.99973935,0.000120801975,0.000030850024,0.000024843124,0.00006853142,0.000015569427],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026261687,0.0003820939,0.00030166772,0.00055699225,0.00026203413,0.00028574886,0.00054941425,0.0004913201,0.0018766436],"category_scores_gemma":[0.00062420487,0.00031995404,0.0004386858,0.00031508403,0.00038552756,0.0002748983,0.00020899644,0.00025425287,0.00025311921],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021555655,0.00012202196,0.005200591,0.0000840027,0.00003889359,0.0003720842,0.000100451914,0.803978,0.17363277,0.003488694,0.00024726643,0.01251965],"study_design_scores_gemma":[0.000005825235,0.000097187396,0.00695837,0.000005896285,0.000016343103,0.00003464213,0.0000569458,0.97484833,0.017430715,0.00030780936,0.00023153359,0.0000064141536],"about_ca_topic_score_codex":0.004563477,"about_ca_topic_score_gemma":0.0048409305,"teacher_disagreement_score":0.004563477,"about_ca_system_score_codex":0.00032583508,"about_ca_system_score_gemma":0.00037842517,"threshold_uncertainty_score":0.0090738535},"labels":[],"label_agreement":null},{"id":"W2559679492","doi":"10.1016/j.engstruct.2016.11.052","title":"Compressive behavior of FRP-confined reinforced concrete columns","year":2016,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":140,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Fibre-reinforced plastic; Reinforcement; Structural engineering; Materials science; Reinforced concrete; Transverse plane; Square (algebra); Composite material; Stress (linguistics); Engineering; Mathematics; Geometry","score_opus":0.006276965795531456,"score_gpt":0.20265800446012514,"score_spread":0.19638103866459367,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2559679492","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985734,0.000026299655,0.00033119664,0.000009942945,0.0000017926452,0.0000022904308,0.00007371757,0.000021751259,0.00095961173],"genre_scores_gemma":[0.99902785,0.000014941213,0.00008113328,0.0000038066187,9.252598e-7,0.0000017529784,0.00007039791,0.0000037810173,0.0007953667],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999002,0.0000062371514,0.0000024576514,0.000021955528,0.000037381356,0.00003161689],"domain_scores_gemma":[0.9996325,0.00010981493,0.000058556347,0.000023271965,0.00008990656,0.00008608793],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000080945254,0.00016835328,0.00014173142,0.00023431404,0.00022877917,0.00017925446,0.0003500716,0.00023267396,0.0031538503],"category_scores_gemma":[0.0005370628,0.00013451092,0.00008271536,0.00016450544,0.00044284025,0.000205867,0.00023776037,0.00027983348,0.0002598312],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006017026,0.0002170648,0.007653031,0.00006639868,0.000019293379,0.0004335001,0.00023243477,0.057251345,0.9236074,0.000748155,0.00037602632,0.008793695],"study_design_scores_gemma":[0.00002940817,0.0012009563,0.1569748,0.00003494332,0.00002560922,0.00023419487,0.00060991273,0.38337442,0.45595035,0.00028367838,0.0012264809,0.000055312015],"about_ca_topic_score_codex":0.0074839485,"about_ca_topic_score_gemma":0.010449212,"teacher_disagreement_score":0.0074839485,"about_ca_system_score_codex":0.00031045152,"about_ca_system_score_gemma":0.0003167629,"threshold_uncertainty_score":0.014880776},"labels":[],"label_agreement":null},{"id":"W2567649475","doi":"10.1016/j.engstruct.2016.12.026","title":"Structural elements made with highly flowable UHPFRC: Correlating computational fluid dynamics (CFD) predictions and non-destructive survey of fiber dispersion with failure modes","year":2016,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Casting; Fiber; Computational fluid dynamics; Composite material; Dispersion (optics); Flow (mathematics); Composite number; Rheology; Fluid dynamics; Structural material; Structural engineering; Engineering; Mechanics; Optics","score_opus":0.004242149139854555,"score_gpt":0.1844696793097672,"score_spread":0.18022753016991266,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2567649475","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99420786,0.000018115401,0.0049992236,0.000011044465,0.000004732684,0.000009896286,0.00007119268,0.00007325363,0.00060457474],"genre_scores_gemma":[0.9966138,0.000012614769,0.0030370587,0.000001943654,8.472608e-7,0.000004114096,0.000061859435,0.000007732661,0.0002600074],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99963415,0.000031148244,0.0000121035955,0.000080649676,0.00020423048,0.000037643327],"domain_scores_gemma":[0.9996227,0.00010780803,0.000075829426,0.000084826504,0.00008791185,0.000020909389],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036168503,0.0003227976,0.00020154305,0.00064274954,0.000380261,0.00038940093,0.00044919577,0.0006088272,0.00063100405],"category_scores_gemma":[0.0008808937,0.00027225426,0.00021036614,0.0002754642,0.00081978715,0.00052713614,0.0002648376,0.00032181156,0.0001926712],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006494098,0.0003118999,0.045986615,0.00008344493,0.00003643232,0.00042501066,0.00065205287,0.17447719,0.74574494,0.0011747074,0.0002510803,0.030207247],"study_design_scores_gemma":[0.000026914417,0.00056895975,0.07475079,0.00001859754,0.000059786722,0.00022131334,0.00034972018,0.35060886,0.5720455,0.0002773528,0.0010319158,0.000040172876],"about_ca_topic_score_codex":0.0063310633,"about_ca_topic_score_gemma":0.010237126,"teacher_disagreement_score":0.0063310633,"about_ca_system_score_codex":0.00042561287,"about_ca_system_score_gemma":0.00031317305,"threshold_uncertainty_score":0.012588382},"labels":[],"label_agreement":null},{"id":"W2573673904","doi":"10.1016/j.engstruct.2017.01.024","title":"3D finite element investigation of the compressive membrane action effect in reinforced concrete flat slabs","year":2017,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Response to Dynamic Loads","field":"Engineering","cited_by":48,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Slab; Punching; Structural engineering; Finite element method; Compressive strength; Shear (geology); Materials science; Boundary value problem; Composite material; Engineering; Mathematics","score_opus":0.0074144986265368695,"score_gpt":0.22400013741803876,"score_spread":0.2165856387915019,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2573673904","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9806353,0.0000868469,0.013089439,0.00007557358,0.00001181232,0.000021285488,0.00015357534,0.00017875007,0.0057474463],"genre_scores_gemma":[0.99654156,0.000037355014,0.0023508465,0.000012091148,0.0000021521946,0.000010829219,0.00004600792,0.000017122038,0.0009819577],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998336,0.000030086534,0.0000066238877,0.000016247472,0.000081273785,0.000032083626],"domain_scores_gemma":[0.9996978,0.000145857,0.00003670828,0.000034200806,0.000053711192,0.000031733878],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018579654,0.00036339622,0.00040871388,0.00046519557,0.00035262902,0.00048270985,0.00058517646,0.0010679811,0.0025630714],"category_scores_gemma":[0.00063364126,0.00038835386,0.00029984122,0.00034224516,0.00078494154,0.0002732091,0.0004172253,0.00036556425,0.00029290305],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024892561,0.00019582886,0.0037064862,0.00008897997,0.000030850024,0.00040392208,0.00032258066,0.84157676,0.144623,0.0018021554,0.00029972015,0.0067008543],"study_design_scores_gemma":[0.000010134469,0.00005628927,0.004215691,0.0000070467186,0.000006863973,0.000050021426,0.00008796491,0.98541796,0.009717723,0.00012794754,0.00028938468,0.000012979948],"about_ca_topic_score_codex":0.0057546836,"about_ca_topic_score_gemma":0.0056296857,"teacher_disagreement_score":0.0057546836,"about_ca_system_score_codex":0.0003854752,"about_ca_system_score_gemma":0.00057145156,"threshold_uncertainty_score":0.011442363},"labels":[],"label_agreement":null},{"id":"W2591728492","doi":"10.1016/j.engstruct.2017.02.045","title":"SMA tension brace for retrofitting concrete shear walls","year":2017,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":35,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University; University of Ottawa","funders":"Public Works and Government Services Canada","keywords":"SMA*; Shape-memory alloy; Structural engineering; Materials science; Brace; Dissipation; Shear (geology); Stiffness; Tension (geology); Shear wall; Ductility (Earth science); Composite material; Retrofitting; Spall; Ultimate tensile strength; Engineering; Creep; Computer science","score_opus":0.011908761162288305,"score_gpt":0.23806175523599574,"score_spread":0.22615299407370743,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2591728492","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.881033,0.0004923825,0.09314592,0.00010290528,0.00011199479,0.00005352124,0.00012067882,0.0010642178,0.023875412],"genre_scores_gemma":[0.9832999,0.00007150445,0.00981274,0.000010587873,0.0000049711753,0.000015394087,0.00006747958,0.00006791963,0.0066495426],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998233,0.00004511303,0.0000056920167,0.000019990051,0.000075263604,0.000030683364],"domain_scores_gemma":[0.9997353,0.000061013172,0.00004022135,0.000058751837,0.00007495314,0.000029822206],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027947352,0.00047944963,0.00024295818,0.00044614926,0.00038057688,0.00035072587,0.0007675228,0.00041009922,0.009693717],"category_scores_gemma":[0.0007319106,0.00019387179,0.00020810164,0.00023683187,0.0002080814,0.0005156403,0.00042305703,0.00038082767,0.0014979116],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015086605,0.0004703705,0.0052674604,0.0002710056,0.00003437684,0.0003177856,0.00020537309,0.039157793,0.78576237,0.010343845,0.0022876102,0.15437333],"study_design_scores_gemma":[0.0001286639,0.0028212357,0.022293413,0.0001065302,0.00010119983,0.0007614522,0.00044232167,0.36605495,0.58384997,0.0021962284,0.021178605,0.00006537985],"about_ca_topic_score_codex":0.0005265333,"about_ca_topic_score_gemma":0.0019462539,"teacher_disagreement_score":0.009693717,"about_ca_system_score_codex":0.00017799292,"about_ca_system_score_gemma":0.0002723563,"threshold_uncertainty_score":0.03242868},"labels":[],"label_agreement":null},{"id":"W2593011263","doi":"10.1016/j.engstruct.2017.01.047","title":"The response of a guyed transmission line system to boundary layer wind","year":2017,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Aeroelasticity; Structural engineering; Electric power transmission; Engineering; Transmission tower; Transmission line; Transmission (telecommunications); Tower; Aerodynamics; Aerospace engineering; Electrical engineering","score_opus":0.005367052267100468,"score_gpt":0.221056441052138,"score_spread":0.21568938878503754,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2593011263","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9892168,0.000025512061,0.0073310677,0.0001335978,0.000018315812,0.000018603783,0.000080095684,0.00013320406,0.0030428143],"genre_scores_gemma":[0.9990133,0.0000074008303,0.00030186464,0.000009112827,0.0000013638711,0.0000034301847,0.000023181708,0.0000067669716,0.0006337252],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999877,0.000040801428,0.000005500712,0.000022431896,0.00002218644,0.00003212366],"domain_scores_gemma":[0.99948066,0.00029005474,0.000044701064,0.000031017313,0.00007974582,0.000073861076],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000268228,0.00025305236,0.00036458345,0.00023952147,0.00049171766,0.00052067754,0.0003324271,0.001198041,0.0034445731],"category_scores_gemma":[0.0013304973,0.00022468614,0.00023657907,0.00014461631,0.0005999369,0.00040177046,0.00038443645,0.0005731592,0.0002935561],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012613424,0.00017726266,0.009560433,0.000113524926,0.000087369765,0.0018124124,0.00046738976,0.89905554,0.077703394,0.002059094,0.00096722797,0.0067350585],"study_design_scores_gemma":[0.000043202504,0.00027052267,0.0063888174,0.0000075287494,0.000013512091,0.00007893693,0.00015031201,0.9900855,0.0024510107,0.00032963147,0.00016309477,0.000017972558],"about_ca_topic_score_codex":0.007715897,"about_ca_topic_score_gemma":0.003098296,"teacher_disagreement_score":0.007715897,"about_ca_system_score_codex":0.00027535917,"about_ca_system_score_gemma":0.00025320298,"threshold_uncertainty_score":0.015341997},"labels":[],"label_agreement":null},{"id":"W2610295668","doi":"10.1016/j.engstruct.2017.03.077","title":"Seismic risk assessment of reinforced masonry structural wall systems using multivariate data analysis","year":2017,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Masonry; Structural engineering; Multivariate statistics; Reinforced concrete; Multivariate analysis; Unreinforced masonry building; Geology; Geotechnical engineering; Seismic risk; Engineering; Forensic engineering; Seismology; Computer science; Machine learning","score_opus":0.034649061649804,"score_gpt":0.3419850204758482,"score_spread":0.30733595882604425,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2610295668","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7532917,0.000076043594,0.24557039,0.00008565235,0.0000069208336,0.00002266248,0.00021332587,0.00017943652,0.0005537818],"genre_scores_gemma":[0.98899233,0.000036006262,0.010594038,0.000002573206,0.000005712071,0.000009427148,0.00011757022,0.0000072487396,0.00023504932],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996587,0.00012207268,0.00002624441,0.00005300743,0.00009949628,0.00004045724],"domain_scores_gemma":[0.9984567,0.0008345747,0.0003793753,0.000106073705,0.00016003507,0.000063212414],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007684899,0.0006194445,0.0004088881,0.0014100228,0.0001956635,0.00050404784,0.00034757584,0.0003766684,0.00046649488],"category_scores_gemma":[0.002731676,0.00022062339,0.000423603,0.000668073,0.00022965162,0.0007234097,0.0006198874,0.00034666993,0.00007268973],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00042054956,0.000322224,0.065518,0.00007337106,0.00017052986,0.00018662628,0.00014068253,0.7750306,0.019181475,0.0030145831,0.0004348497,0.1355065],"study_design_scores_gemma":[0.000002748673,0.00005379124,0.009578714,0.0000031789582,0.00001763889,0.000025959427,0.000034716886,0.9878329,0.0016877574,0.00068897713,0.00006482802,0.000008719609],"about_ca_topic_score_codex":0.0027138751,"about_ca_topic_score_gemma":0.0033594829,"teacher_disagreement_score":0.0027138751,"about_ca_system_score_codex":0.0003202531,"about_ca_system_score_gemma":0.00043086195,"threshold_uncertainty_score":0.0053961277},"labels":[],"label_agreement":null},{"id":"W2626409719","doi":"10.1016/j.engstruct.2017.05.045","title":"Displacement-based model to predict lateral drift capacities of concrete-filled FRP tube columns","year":2017,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"National Natural Science Foundation of China; University of Adelaide","keywords":"Fibre-reinforced plastic; Structural engineering; Displacement (psychology); Tube (container); Reinforcement; Seismic analysis; Seismic loading; Reinforced concrete; Materials science; Engineering; Composite material","score_opus":0.010305508988118316,"score_gpt":0.22487469381584144,"score_spread":0.2145691848277231,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2626409719","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8876769,0.00026598258,0.10439901,0.00014110233,0.00007057125,0.00004706437,0.00047107032,0.0005747355,0.006353524],"genre_scores_gemma":[0.99528813,0.000048359485,0.002923603,0.000009857703,0.000004198322,0.000020627416,0.00009845409,0.000011876255,0.0015948203],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999485,0.000008153805,0.0000027111666,0.0000122072515,0.000017164033,0.000011256856],"domain_scores_gemma":[0.9998684,0.000052791907,0.000016373084,0.0000075094595,0.000039601957,0.00001542897],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013703413,0.00042753402,0.0003905238,0.0003156502,0.00037083318,0.0003517391,0.00067369116,0.00082085346,0.0011941856],"category_scores_gemma":[0.0003355337,0.00030776128,0.0003634057,0.00026177318,0.00026380966,0.00028482953,0.00024491767,0.00039257135,0.00021065697],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008987283,0.000015888974,0.00048809525,0.000005525996,0.0000045369543,0.000016434919,0.000003913103,0.9970457,0.00108016,0.00011294235,0.000046522833,0.0011712855],"study_design_scores_gemma":[0.0000010544807,0.000004566272,0.00014040642,3.9718321e-7,9.542351e-7,0.0000011704161,0.0000011585589,0.99965346,0.00016655367,0.000014998381,0.0000144994765,8.168889e-7],"about_ca_topic_score_codex":0.03513345,"about_ca_topic_score_gemma":0.024965433,"teacher_disagreement_score":0.03513345,"about_ca_system_score_codex":0.0007421644,"about_ca_system_score_gemma":0.0010420553,"threshold_uncertainty_score":0.069857895},"labels":[],"label_agreement":null},{"id":"W2707342340","doi":"10.1016/j.engstruct.2017.06.008","title":"Vibration of lightweight steel floor systems with occupants: Modelling, formulation and dynamic properties","year":2017,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada; Chongqing University","keywords":"Vibration; Structural engineering; Position (finance); Engineering; Acoustics; Physics","score_opus":0.0092890463568869,"score_gpt":0.19327971951372458,"score_spread":0.18399067315683768,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2707342340","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.69816285,0.00038616132,0.29193148,0.00021274178,0.00006706588,0.000045430657,0.00010758448,0.00013487761,0.008951862],"genre_scores_gemma":[0.9930657,0.00007295417,0.0030530647,0.000014451656,0.000017746317,0.0000179603,0.000035084868,0.000023351644,0.0036996647],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99977237,0.000076270895,0.000008202844,0.000034921024,0.00006208578,0.00004617412],"domain_scores_gemma":[0.9997626,0.00012329934,0.00003620672,0.000017451943,0.000033846612,0.000026592694],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039935677,0.0005923386,0.00045134634,0.00033322413,0.00042381263,0.0008958495,0.000842948,0.0012208447,0.0017020978],"category_scores_gemma":[0.0008022529,0.00037526898,0.00060797884,0.0002438268,0.00090094825,0.00049718766,0.00063458853,0.00043005252,0.00023167803],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010639203,0.000083217965,0.003575525,0.000045011897,0.000024794574,0.0003035209,0.00019749126,0.9683366,0.014199228,0.003948976,0.00030363872,0.00887552],"study_design_scores_gemma":[0.000004512551,0.000037469228,0.0015028733,0.000003729445,0.0000050673016,0.000026670166,0.00006152754,0.9969789,0.00058451464,0.0006726559,0.00011653338,0.000005654957],"about_ca_topic_score_codex":0.0062629567,"about_ca_topic_score_gemma":0.0040454254,"teacher_disagreement_score":0.0062629567,"about_ca_system_score_codex":0.0003601455,"about_ca_system_score_gemma":0.0006017708,"threshold_uncertainty_score":0.01245302},"labels":[],"label_agreement":null},{"id":"W2755048814","doi":"10.1016/j.engstruct.2017.08.028","title":"Performance of highway bridges subjected to blast loads","year":2017,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Response to Dynamic Loads","field":"Engineering","cited_by":57,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"China Scholarship Council","keywords":"Bridge (graph theory); Structural engineering; Explosive material; Engineering; Span (engineering); Slab; Girder; Blast wave; Detonation; Shock wave","score_opus":0.00497148949681597,"score_gpt":0.20575922854987858,"score_spread":0.2007877390530626,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2755048814","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99897575,0.000015963209,0.00012915849,0.000016015698,0.000004754687,0.0000028467773,0.000046028203,0.000010825286,0.0007987229],"genre_scores_gemma":[0.9987066,0.000019349141,0.000050714792,0.000006502404,0.00000204805,0.000002935347,0.000105912324,0.0000042573056,0.0011015838],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998097,0.000028405953,0.000008320308,0.000020320576,0.00006182205,0.00007141542],"domain_scores_gemma":[0.999592,0.0001212694,0.00003418007,0.000029184757,0.00013715084,0.00008622824],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032306853,0.00041747512,0.00048677085,0.00048233406,0.00063231343,0.00035437653,0.00033988408,0.00096520357,0.0035130188],"category_scores_gemma":[0.0009743352,0.00020612078,0.00029231329,0.00023397045,0.0004920175,0.00022477571,0.00048774597,0.00029623884,0.000751836],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.007263512,0.0008275228,0.024005774,0.00015651897,0.00010838931,0.0017719907,0.0010701651,0.2546553,0.682894,0.00089658913,0.0015027348,0.02484766],"study_design_scores_gemma":[0.00022853482,0.011593204,0.28229535,0.00007925673,0.00017452142,0.00072855334,0.0025241012,0.44326746,0.25537518,0.001082279,0.0025335245,0.00011806043],"about_ca_topic_score_codex":0.004367279,"about_ca_topic_score_gemma":0.0041870764,"teacher_disagreement_score":0.004367279,"about_ca_system_score_codex":0.00031755422,"about_ca_system_score_gemma":0.00033880674,"threshold_uncertainty_score":0.011752188},"labels":[],"label_agreement":null},{"id":"W2756128265","doi":"10.1016/j.engstruct.2017.08.064","title":"Experimental and analytical behavior of short concrete columns reinforced with GFRP bars under eccentric loading","year":2017,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":121,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"Natural Sciences and Engineering Research Council of Canada; Dalhousie University","keywords":"Fibre-reinforced plastic; Structural engineering; Eccentricity (behavior); Reinforcement; Materials science; Concentric; Composite material; Compressive strength; Parametric statistics; Engineering; Mathematics; Geometry","score_opus":0.010757366533355345,"score_gpt":0.24316869439542083,"score_spread":0.23241132786206548,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2756128265","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998114,0.000026499743,0.00052099145,0.000013470489,0.0000057584193,0.000005156834,0.00009071442,0.000035042234,0.0011884299],"genre_scores_gemma":[0.99900514,0.00002328355,0.00024044319,0.0000024399471,0.000001988853,0.000004131565,0.000045967834,0.00000800779,0.00066854205],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997451,0.000026713906,0.000009226093,0.00004316966,0.00011091778,0.000064879976],"domain_scores_gemma":[0.99910897,0.0003578509,0.00014131758,0.0000944376,0.00020605835,0.00009132106],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025526815,0.00028891643,0.00023859447,0.00047423638,0.00046366264,0.00022212093,0.00048680592,0.00066156813,0.0029180965],"category_scores_gemma":[0.001027497,0.0002665681,0.00017563753,0.00030913396,0.0009708349,0.00036161486,0.00030862776,0.00039006188,0.00036298626],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010826838,0.0005862371,0.0033476038,0.00010136531,0.000012401139,0.00039324895,0.00042275162,0.030390259,0.957583,0.0005928834,0.00029306306,0.005194427],"study_design_scores_gemma":[0.000102913145,0.0019448533,0.040545918,0.000030446958,0.000040437386,0.00029856592,0.0006390958,0.15551755,0.7993665,0.00038125852,0.0010814049,0.000051086212],"about_ca_topic_score_codex":0.0024108915,"about_ca_topic_score_gemma":0.002481088,"teacher_disagreement_score":0.0029180965,"about_ca_system_score_codex":0.00038309454,"about_ca_system_score_gemma":0.0002422543,"threshold_uncertainty_score":0.009761989},"labels":[],"label_agreement":null},{"id":"W2766695675","doi":"10.1016/j.engstruct.2017.10.052","title":"Simplified method for rapid seismic assessment of older R.C. buildings","year":2017,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"","keywords":"Flow chart; Reinforced concrete; Engineering; Seismic analysis; Forensic engineering; Computer science; Civil engineering; Construction engineering; Structural engineering","score_opus":0.009005668237853016,"score_gpt":0.28818357948010487,"score_spread":0.27917791124225183,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2766695675","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.005625702,0.00006671715,0.9909157,0.000025021509,0.000033538403,0.000042656804,0.0002444327,0.0009975384,0.0020487092],"genre_scores_gemma":[0.2322589,0.00033290035,0.75555354,0.00006284994,0.0000585699,0.00033206548,0.0008584856,0.00036785615,0.010174867],"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9996605,0.000081039,0.000013425363,0.000046274257,0.00017900621,0.000019703259],"domain_scores_gemma":[0.99943715,0.00014298821,0.000046363475,0.00010726566,0.00023952872,0.000026724532],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034406802,0.000869485,0.00055786094,0.0011543581,0.0003164049,0.00048278738,0.000987758,0.00068074604,0.009813713],"category_scores_gemma":[0.0016896036,0.00035244602,0.0003722954,0.0006664561,0.00024194294,0.00052132685,0.0006605026,0.0005213631,0.0039632735],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00029481,0.000120391145,0.0026095351,0.0004348736,0.00006712698,0.00027554538,0.00019727572,0.21976335,0.12978551,0.009518748,0.012658941,0.6242739],"study_design_scores_gemma":[0.000024007395,0.000082157174,0.0022163547,0.000026259864,0.000032292297,0.00034836543,0.000042856296,0.96791726,0.015355887,0.002714975,0.011197271,0.00004228335],"about_ca_topic_score_codex":0.005099257,"about_ca_topic_score_gemma":0.006824187,"teacher_disagreement_score":0.009813713,"about_ca_system_score_codex":0.00033969426,"about_ca_system_score_gemma":0.00081127544,"threshold_uncertainty_score":0.03283018},"labels":[],"label_agreement":null},{"id":"W2777894465","doi":"10.1016/j.engstruct.2017.12.040","title":"Design optimization of stiffened panels using finite element integrated force method","year":2017,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University; Bell Helicopter Textron (Canada)","funders":"","keywords":"Finite element method; Structural engineering; Engineering; Computer science; Materials science","score_opus":0.016568030480909487,"score_gpt":0.254514055612115,"score_spread":0.2379460251312055,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2777894465","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.098840326,0.00022406004,0.8768949,0.0001718839,0.0000923247,0.00009230384,0.00008488057,0.0002853483,0.02331408],"genre_scores_gemma":[0.79488194,0.00019836552,0.1925231,0.00013992554,0.00003404844,0.00032059316,0.00014674618,0.00019318824,0.011562109],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999762,0.00006785085,0.0000073311285,0.000029580027,0.0000977881,0.000035373025],"domain_scores_gemma":[0.999728,0.00010667633,0.000035723682,0.000026146598,0.00007655798,0.000026892327],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005003585,0.00069763005,0.00090424385,0.00067255856,0.00056758587,0.0007745189,0.00089999975,0.0016363006,0.004176703],"category_scores_gemma":[0.0009605944,0.0006437154,0.000727394,0.00040941036,0.0005707532,0.0005502208,0.0007535255,0.0007523022,0.0006921801],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000024040355,0.00003624876,0.00014492564,0.000029182165,0.000015372478,0.000040831084,0.000020600453,0.98685396,0.004458944,0.0018399995,0.0001768681,0.006359011],"study_design_scores_gemma":[0.000005597888,0.000020594434,0.000067532084,0.000003392818,0.000003975566,0.0000056974955,0.00000753534,0.9987129,0.0005486054,0.00037589256,0.00024587655,0.0000024731437],"about_ca_topic_score_codex":0.0021231782,"about_ca_topic_score_gemma":0.0031178393,"teacher_disagreement_score":0.004176703,"about_ca_system_score_codex":0.00040691879,"about_ca_system_score_gemma":0.00094891374,"threshold_uncertainty_score":0.013972461},"labels":[],"label_agreement":null},{"id":"W2778056771","doi":"10.1016/j.engstruct.2017.12.039","title":"A compact nonlinear dynamic analysis technique for transmission line cascades","year":2017,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Conselho Nacional de Desenvolvimento Científico e Tecnológico; McGill University","keywords":"Nonlinear system; Transmission line; Structural engineering; Finite element method; Progressive collapse; Time domain; Engineering; Tower; Computer science; Physics; Telecommunications","score_opus":0.0061879343140538445,"score_gpt":0.2545924017053066,"score_spread":0.24840446739125277,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2778056771","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.007156318,0.00018009607,0.9877001,0.00006993922,0.000061996296,0.00002905547,0.000030263547,0.00012278557,0.0046494408],"genre_scores_gemma":[0.46261778,0.0013653144,0.509153,0.00012924458,0.0002769299,0.00023865928,0.00016873304,0.00028834885,0.02576201],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99988246,0.00002678166,0.0000057743905,0.000018246654,0.00005895273,0.000007776149],"domain_scores_gemma":[0.99988484,0.000044516346,0.000012507054,0.00002456523,0.000025945461,0.0000075663743],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025234258,0.0006404027,0.00036736447,0.00043462095,0.00033880788,0.00040491144,0.00051549973,0.00039373658,0.0038807995],"category_scores_gemma":[0.0006108193,0.00021938368,0.0004599931,0.00027253682,0.0004439024,0.0009112027,0.00083835283,0.0008389569,0.00083097414],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018676772,0.00010719626,0.0004265834,0.00040305415,0.000078690326,0.0005582514,0.00049485243,0.110318735,0.3394696,0.28939003,0.0052864915,0.25327966],"study_design_scores_gemma":[0.000019196093,0.00011022396,0.00030946938,0.000036780075,0.00002530699,0.00044635555,0.000049146493,0.9347026,0.01626096,0.03310882,0.014909959,0.00002127957],"about_ca_topic_score_codex":0.00049323036,"about_ca_topic_score_gemma":0.00072343077,"teacher_disagreement_score":0.0038807995,"about_ca_system_score_codex":0.00018564479,"about_ca_system_score_gemma":0.00019611082,"threshold_uncertainty_score":0.012982547},"labels":[],"label_agreement":null},{"id":"W2782915286","doi":"10.1016/j.engstruct.2017.12.043","title":"Critical load cases for lattice transmission line structures subjected to downbursts: Economic implications for design of transmission lines","year":2018,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":47,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Transmission tower; Parametric statistics; Transmission line; Tower; Electric power transmission; Structural engineering; Transmission (telecommunications); Critical load; Engineering; Computer science; Telecommunications; Electrical engineering; Statistics; Mathematics; Buckling","score_opus":0.018886302672527513,"score_gpt":0.2805369717576548,"score_spread":0.2616506690851273,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2782915286","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88249266,0.00040295706,0.058687333,0.0012653882,0.00012240982,0.00012353685,0.00025952692,0.00010925226,0.05653699],"genre_scores_gemma":[0.9943792,0.00011789706,0.0019749014,0.000028489543,0.000016903723,0.000026584188,0.000035545225,0.0000243448,0.003396057],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99972934,0.000092549635,0.000009328294,0.000018848632,0.000060567225,0.00008938417],"domain_scores_gemma":[0.9973997,0.0018018852,0.00021916114,0.00006473,0.0002775727,0.00023689512],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010504203,0.00063427654,0.00070729776,0.001588046,0.0010845104,0.0023024904,0.0009723164,0.002055922,0.0076004616],"category_scores_gemma":[0.0066759633,0.0005979409,0.0005452361,0.00065599044,0.0020290455,0.0014248189,0.0009427912,0.0010035736,0.00024337087],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00026285683,0.00008140945,0.00092063856,0.00004776285,0.000010165458,0.00068229344,0.00013442722,0.963685,0.0027337845,0.027964626,0.0009982892,0.0024787798],"study_design_scores_gemma":[0.000035617693,0.000058587666,0.0004720851,0.000020920557,0.000011991734,0.00006115437,0.00030135532,0.98973453,0.0006669471,0.008298502,0.00032442762,0.000013850293],"about_ca_topic_score_codex":0.011090256,"about_ca_topic_score_gemma":0.008797431,"teacher_disagreement_score":0.011090256,"about_ca_system_score_codex":0.001306702,"about_ca_system_score_gemma":0.00075925293,"threshold_uncertainty_score":0.02542603},"labels":[],"label_agreement":null},{"id":"W2800493131","doi":"10.1016/j.engstruct.2018.04.026","title":"Assessment of the flexural behavior of reinforced concrete beams strengthened with concrete jackets","year":2018,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Structural engineering; Parametric statistics; Slip (aerodynamics); Materials science; Flexural strength; Beam (structure); Stiffness; Nonlinear system; Curvature; Reinforced concrete; Engineering; Mathematics","score_opus":0.006564310237225165,"score_gpt":0.22892882726382055,"score_spread":0.22236451702659538,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2800493131","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99844164,0.000026178655,0.0011031936,0.0000026315388,9.3976917e-7,0.000004156726,0.00002093294,0.0000088095385,0.0003915214],"genre_scores_gemma":[0.999084,0.000022555005,0.0004365773,0.0000010481326,5.4061456e-7,0.000002344351,0.000030251555,0.0000019869246,0.0004205165],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99985635,0.000023491559,0.000005215695,0.000020432584,0.000074568285,0.000019873753],"domain_scores_gemma":[0.9996741,0.000108565226,0.00005161362,0.000029957944,0.00009481525,0.00004095312],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003148294,0.00033402245,0.00012705394,0.00044269656,0.00016852497,0.00012761964,0.00026413004,0.00036744887,0.00085690885],"category_scores_gemma":[0.0006653902,0.0001725176,0.0001796946,0.00018263877,0.00019888574,0.00021941967,0.00018186787,0.00019396849,0.00016340471],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00040416574,0.00010359502,0.012248212,0.000046713176,0.00001696832,0.0001954992,0.00009585314,0.021278154,0.9571916,0.00015582811,0.000040824158,0.008222644],"study_design_scores_gemma":[0.00001732239,0.0021023608,0.18583387,0.000020218386,0.000055737037,0.0003093307,0.00025644808,0.15963297,0.65096253,0.00013865216,0.00064150157,0.000029068562],"about_ca_topic_score_codex":0.0011944483,"about_ca_topic_score_gemma":0.0022825198,"teacher_disagreement_score":0.0011944483,"about_ca_system_score_codex":0.00014566812,"about_ca_system_score_gemma":0.00015555993,"threshold_uncertainty_score":0.0028666258},"labels":[],"label_agreement":null},{"id":"W2802022171","doi":"10.1016/j.engstruct.2018.04.042","title":"Fatigue performance of RC beams strengthened with self-prestressed iron-based shape memory alloys","year":2018,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":63,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada; University of Calgary","keywords":"Structural engineering; Materials science; Shape-memory alloy; Prestressed concrete; Composite material; Engineering","score_opus":0.005999957047333915,"score_gpt":0.19451684465143346,"score_spread":0.18851688760409954,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2802022171","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992748,0.0001301603,0.0002405386,0.0000075619887,0.000006824069,0.0000030093,0.000035977315,0.000016018445,0.0002852185],"genre_scores_gemma":[0.99861455,0.000057523775,0.00020555235,0.000006302024,0.000002067569,0.000003822782,0.0000807887,0.0000046793466,0.0010247726],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996965,0.00003513718,0.000022936532,0.00004817886,0.00011880147,0.00007848922],"domain_scores_gemma":[0.9993273,0.00014339293,0.000095142634,0.00006762991,0.00030650533,0.000060050013],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00049281825,0.00038510605,0.0003735723,0.000531002,0.00030229767,0.00014773065,0.00062370684,0.0007233884,0.0019714218],"category_scores_gemma":[0.0008080863,0.0002481352,0.00034175333,0.00021224974,0.0003374199,0.00032458437,0.00019806916,0.0002573669,0.000444255],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016112919,0.0000953176,0.0032740114,0.00009319378,0.00003042724,0.00016349375,0.00024472337,0.004579713,0.98333573,0.000092145914,0.00017869203,0.0063011153],"study_design_scores_gemma":[0.00004107775,0.003066464,0.04340957,0.0000331153,0.000093717885,0.00016147029,0.00022155316,0.0364903,0.9154545,0.000039473733,0.0009567004,0.000032081145],"about_ca_topic_score_codex":0.0034038366,"about_ca_topic_score_gemma":0.0062637255,"teacher_disagreement_score":0.0034038366,"about_ca_system_score_codex":0.000277806,"about_ca_system_score_gemma":0.00023248701,"threshold_uncertainty_score":0.006768048},"labels":[],"label_agreement":null},{"id":"W2802045207","doi":"10.1016/j.engstruct.2018.04.043","title":"Performance evaluation of WT connections in progressive collapse","year":2018,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Response to Dynamic Loads","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Progressive collapse; Structural engineering; Forensic engineering; Engineering; Geology; Materials science; Computer science; Reinforced concrete","score_opus":0.00909172916012515,"score_gpt":0.24826511004766955,"score_spread":0.2391733808875444,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2802045207","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9946785,0.000037505037,0.0029948,0.000019043586,0.0000101097785,0.000019600055,0.000053900847,0.00006177541,0.0021249077],"genre_scores_gemma":[0.99894196,0.000021262205,0.0004060844,0.000002666831,0.0000014333381,0.000004758758,0.000044114797,0.000006131194,0.0005715498],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997428,0.000077672325,0.0000118663675,0.000031717398,0.00008483718,0.000051018047],"domain_scores_gemma":[0.99915814,0.00027921086,0.00006874628,0.000068544505,0.00029919858,0.0001261838],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007006116,0.0006275959,0.00041201245,0.00072915165,0.00059866195,0.00041533934,0.0005032504,0.0006898554,0.0024113273],"category_scores_gemma":[0.0018742747,0.00015729522,0.00029548432,0.0004802425,0.00053361757,0.00050340703,0.00046724762,0.0003060694,0.00035526368],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0020291582,0.00038065313,0.009872149,0.00013892789,0.00003838141,0.00047071453,0.00020494689,0.88257104,0.07683509,0.0010947151,0.00044895467,0.025915364],"study_design_scores_gemma":[0.000057434765,0.0038103107,0.014092437,0.000025258587,0.000057749923,0.0001040167,0.00025817822,0.9431523,0.03742421,0.000500075,0.00049483514,0.000023051827],"about_ca_topic_score_codex":0.0062280707,"about_ca_topic_score_gemma":0.007037273,"teacher_disagreement_score":0.0062280707,"about_ca_system_score_codex":0.00039762774,"about_ca_system_score_gemma":0.00044966827,"threshold_uncertainty_score":0.01238364},"labels":[],"label_agreement":null},{"id":"W2803989202","doi":"10.1016/j.engstruct.2018.05.011","title":"Seismic performance evaluation of a high-rise building with novel hybrid coupled walls","year":2018,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":49,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"National Key Clinical Specialty Discipline Construction Program of China; National Key Research and Development Program of China; National Natural Science Foundation of China; National Science Foundation","keywords":"OpenSees; Structural engineering; Shear wall; Peak ground acceleration; Acceleration; Incremental Dynamic Analysis; Seismic analysis; Coupling (piping); Frame (networking); Engineering; Seismic retrofit; Reduction (mathematics); Resilience (materials science); Seismic loading; Reinforced concrete; Ground motion; Materials science; Physics","score_opus":0.006999966767560468,"score_gpt":0.21183917094135185,"score_spread":0.2048392041737914,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2803989202","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9871022,0.000028659973,0.010593544,0.000019121306,0.000008625251,0.000009153433,0.000047832746,0.000089332236,0.0021014411],"genre_scores_gemma":[0.9969382,0.000018644474,0.0023599423,0.000004088346,0.0000018728579,0.00000713631,0.00004417157,0.000007705,0.00061824033],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996779,0.000057908906,0.000012307667,0.00004640995,0.00014307423,0.00006236469],"domain_scores_gemma":[0.9996393,0.00007977193,0.000051479296,0.00004831763,0.00011039067,0.00007077621],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003044446,0.00063518825,0.00054281583,0.00041610893,0.00028383598,0.0005180617,0.0007440399,0.00094188156,0.0012888409],"category_scores_gemma":[0.0004158179,0.00026796397,0.00048646197,0.00038446483,0.0005527412,0.0003830677,0.0005922616,0.0003004479,0.00031265427],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014648604,0.00053671334,0.008732829,0.00018527912,0.00015336498,0.000957265,0.00020383214,0.6467591,0.31697354,0.0011636538,0.00033940526,0.022530187],"study_design_scores_gemma":[0.00005986141,0.0022429135,0.015858684,0.000015576008,0.00012502237,0.00021080885,0.00019501745,0.9114555,0.0690148,0.00018506155,0.0005904859,0.00004626345],"about_ca_topic_score_codex":0.0015132899,"about_ca_topic_score_gemma":0.0015322171,"teacher_disagreement_score":0.0015132899,"about_ca_system_score_codex":0.00020655735,"about_ca_system_score_gemma":0.00033779838,"threshold_uncertainty_score":0.0043115616},"labels":[],"label_agreement":null},{"id":"W2808162916","doi":"10.1016/j.engstruct.2018.06.037","title":"Experimental results and modelling of corrosion-damaged concrete beams strengthened with externally-bonded composites","year":2018,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Qatar National Research Fund; Qatar Foundation","keywords":"Materials science; Concrete cover; Composite material; Corrosion; Fibre-reinforced plastic; Slippage; Composite number; Structural engineering; Reinforcement; Flexural strength; Compressive strength; Parametric statistics","score_opus":0.009290457175368095,"score_gpt":0.20581417548871067,"score_spread":0.1965237183133426,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2808162916","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9928423,0.000104827326,0.004580135,0.000022275115,0.000014674619,0.000020210824,0.00030247922,0.00018285454,0.0019301228],"genre_scores_gemma":[0.9969662,0.00007719202,0.0018249154,0.0000033014612,0.000002371327,0.00001567119,0.00018333075,0.00002602066,0.0009009574],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995115,0.00006942493,0.00002391691,0.00006942772,0.00024319309,0.00008254021],"domain_scores_gemma":[0.998931,0.00044574856,0.00012578606,0.0001658553,0.00027176266,0.000059866805],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007005816,0.0010096782,0.0008225138,0.0004953154,0.00043820782,0.00036603832,0.0013805486,0.001374415,0.0028460596],"category_scores_gemma":[0.0012662044,0.0005967538,0.00067061535,0.00049402606,0.0009029962,0.00045720369,0.00035382528,0.00053387164,0.0004749593],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000843307,0.0005257207,0.0051404443,0.0004595285,0.00005239411,0.00057036086,0.00047373265,0.64283144,0.33905765,0.00042682866,0.00050755247,0.009111091],"study_design_scores_gemma":[0.000068895555,0.0014222278,0.019790012,0.000037044283,0.00009385106,0.00017768236,0.00024492355,0.75322694,0.22377789,0.00015834867,0.0009449757,0.0000571447],"about_ca_topic_score_codex":0.0045632212,"about_ca_topic_score_gemma":0.006126531,"teacher_disagreement_score":0.0045632212,"about_ca_system_score_codex":0.00042494677,"about_ca_system_score_gemma":0.00041464268,"threshold_uncertainty_score":0.009521008},"labels":[],"label_agreement":null},{"id":"W2808297398","doi":"10.1016/j.engstruct.2018.06.021","title":"Systematic experimental investigation to support the development of seismic performance factors for cross laminated timber shear wall systems","year":2018,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":73,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"FPInnovations","funders":"Federal Emergency Management Agency; Colorado State University; Forest Products Laboratory; U.S. Department of Agriculture","keywords":"Shear wall; Structural engineering; Stiffness; Shear (geology); Seismic analysis; Nonlinear system; Cross laminated timber; Geotechnical engineering; Aspect ratio (aeronautics); Deformation (meteorology); Engineering; Geology; Materials science; Physics; Composite material","score_opus":0.015726196281857716,"score_gpt":0.22703000347749988,"score_spread":0.21130380719564218,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2808297398","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9756807,0.0001332542,0.020655887,0.00003055073,0.000021120019,0.00015473332,0.0003658978,0.00010585913,0.0028519696],"genre_scores_gemma":[0.9903779,0.00009806708,0.008240564,0.000010097364,0.000005648125,0.00009785688,0.00027270723,0.000022436938,0.00087470276],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99936265,0.00015389027,0.00004392628,0.0000855645,0.00026673614,0.000087267166],"domain_scores_gemma":[0.99830556,0.00054717547,0.00023257472,0.00021601123,0.0006435001,0.000055259676],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0018314988,0.00068710133,0.00031103694,0.00035357728,0.0006487215,0.0003544813,0.00052282575,0.00037806926,0.004479258],"category_scores_gemma":[0.0022218535,0.00017001192,0.00020364665,0.00042303483,0.00054284325,0.0007035432,0.0003618916,0.00043934153,0.0005889494],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004065044,0.00085368956,0.0042441054,0.0002005438,0.000010884546,0.00004128742,0.0001756109,0.004336748,0.9773037,0.0006565468,0.00026708754,0.011503392],"study_design_scores_gemma":[0.00004130844,0.00441008,0.011459663,0.000027579279,0.00002919861,0.00006331989,0.00032632917,0.011012754,0.9704724,0.00019087628,0.001943368,0.000023216377],"about_ca_topic_score_codex":0.0009314593,"about_ca_topic_score_gemma":0.0022345781,"teacher_disagreement_score":0.004479258,"about_ca_system_score_codex":0.00045368602,"about_ca_system_score_gemma":0.0005827406,"threshold_uncertainty_score":0.014984608},"labels":[],"label_agreement":null},{"id":"W2883768130","doi":"10.1016/j.engstruct.2018.06.089","title":"Evaluation of the flexural strength and serviceability of concrete beams reinforced with different types of GFRP bars","year":2018,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":140,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Natural Sciences and Engineering Research Council; Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Fibre-reinforced plastic; Serviceability (structure); Materials science; Structural engineering; Deflection (physics); Flexural strength; Cracking; Composite material; Glass fiber; Engineering","score_opus":0.008414148700731856,"score_gpt":0.21970385558820202,"score_spread":0.21128970688747017,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2883768130","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989324,0.000055058637,0.00075710536,0.0000031496486,0.0000015279281,0.0000025568174,0.000035843637,0.000009094475,0.00020319725],"genre_scores_gemma":[0.99925,0.000040149724,0.00033421605,0.0000013661447,9.049579e-7,0.0000025201496,0.00005272621,0.0000029289808,0.00031514704],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99978894,0.000023939707,0.000008780408,0.00003311581,0.00011092562,0.00003419564],"domain_scores_gemma":[0.99954695,0.00014509379,0.0000856309,0.0000349406,0.00013609712,0.00005121067],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029330293,0.00032729335,0.00015634732,0.0004855014,0.00016148128,0.00008890119,0.00026308402,0.00040307498,0.0009159318],"category_scores_gemma":[0.00063274236,0.00017129138,0.00027224753,0.0002901116,0.00027348506,0.00023574283,0.00013898291,0.00020528465,0.000144357],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002733389,0.000042169515,0.0035417122,0.00003476142,0.000012439635,0.00006705769,0.000055203625,0.003889756,0.9879215,0.00006475999,0.000015026831,0.004082212],"study_design_scores_gemma":[0.000011036895,0.0011868684,0.057689387,0.0000057961897,0.00004268525,0.00012965515,0.00008283057,0.017265042,0.9231797,0.000055595287,0.00033665638,0.00001477111],"about_ca_topic_score_codex":0.0016556059,"about_ca_topic_score_gemma":0.0027120074,"teacher_disagreement_score":0.0016556059,"about_ca_system_score_codex":0.00016987337,"about_ca_system_score_gemma":0.00018760287,"threshold_uncertainty_score":0.003291905},"labels":[],"label_agreement":null},{"id":"W2884262816","doi":"10.1016/j.engstruct.2018.07.042","title":"Simplified expressions for elastic lateral torsional buckling of wooden beams","year":2018,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Buckling; Structural engineering; Finite element method; Cantilever; Dimensionless quantity; Beam (structure); Moment (physics); Deformation (meteorology); Mechanics; Materials science; Mathematics; Physics; Engineering; Classical mechanics; Composite material","score_opus":0.008404376936434728,"score_gpt":0.20864147330214455,"score_spread":0.20023709636570983,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2884262816","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.049016934,0.0041039228,0.79235744,0.00047688244,0.0005163151,0.00019298485,0.0006612774,0.00023406328,0.15244018],"genre_scores_gemma":[0.6161235,0.005738675,0.17293791,0.00087258965,0.00029417244,0.00059693295,0.00083998364,0.0008105948,0.20178573],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99973625,0.00006107919,0.000017510765,0.000028272902,0.00012227768,0.000034642668],"domain_scores_gemma":[0.99966085,0.00013570019,0.000035615456,0.000047058962,0.00010315684,0.000017614224],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006673943,0.00074215775,0.00050668564,0.0011813343,0.00045745875,0.0010346451,0.001414554,0.0011540018,0.014093193],"category_scores_gemma":[0.001964581,0.000359436,0.0006236533,0.00071791414,0.00085309776,0.0014492252,0.0007979753,0.0007689173,0.0023715703],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000053477415,0.00007578959,0.00046455118,0.0005225419,0.00003480974,0.0004769173,0.00041228943,0.3951919,0.019879403,0.5361301,0.0044769906,0.04228132],"study_design_scores_gemma":[0.000012920446,0.000021269854,0.001073635,0.000099473895,0.000021316075,0.00017795824,0.00017639158,0.874135,0.0033424848,0.107671656,0.01322597,0.000041936728],"about_ca_topic_score_codex":0.0028891745,"about_ca_topic_score_gemma":0.008734462,"teacher_disagreement_score":0.014093193,"about_ca_system_score_codex":0.0008614078,"about_ca_system_score_gemma":0.00052552245,"threshold_uncertainty_score":0.04714644},"labels":[],"label_agreement":null},{"id":"W2886368679","doi":"10.1016/j.engstruct.2018.07.096","title":"Influence of simultaneous multi-axial ground excitation and a compliant base on the response of a non-structural component with multiple supports","year":2018,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Ministry of Business, Innovation and Employment; Central South University; National Science Council; Natural Hazards Research Platform; Ryerson University","keywords":"Earthquake shaking table; Excitation; Component (thermodynamics); Ground motion; Structural engineering; Vibration; Work (physics); Base (topology); Soil structure interaction; Structural system; Engineering; Acoustics; Physics; Finite element method; Mathematics; Mechanical engineering","score_opus":0.005942528219869798,"score_gpt":0.2096847523694232,"score_spread":0.2037422241495534,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2886368679","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9947524,0.000038740585,0.003856141,0.000026360269,0.000011555069,0.0000026756406,0.000015158232,0.000029975829,0.0012670204],"genre_scores_gemma":[0.99954057,0.000015008505,0.00021858553,0.000004238328,0.0000020383718,0.0000013431378,0.000007153574,0.000005056517,0.00020604575],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997987,0.00004023426,0.00000729957,0.000030997016,0.000055767767,0.00006708317],"domain_scores_gemma":[0.9989706,0.0006788831,0.00008659627,0.000053177555,0.0000996926,0.00011103921],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002784594,0.0005364213,0.0003038461,0.00024799732,0.0002739436,0.00037562457,0.00029027567,0.00076110277,0.0018987065],"category_scores_gemma":[0.0014268319,0.00028282948,0.00027029586,0.00015695467,0.0006378557,0.00031377736,0.0004712294,0.00026355978,0.00023661563],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.005675347,0.00031436252,0.0077472916,0.00018895112,0.000101679434,0.0019254973,0.00038136172,0.2601738,0.70616394,0.00052914827,0.00025763013,0.016541012],"study_design_scores_gemma":[0.00011307074,0.0022651188,0.03909851,0.000040861745,0.0002732832,0.00065536663,0.0008033634,0.67053384,0.28525656,0.00028962182,0.0006141008,0.0000562883],"about_ca_topic_score_codex":0.001141278,"about_ca_topic_score_gemma":0.0014997892,"teacher_disagreement_score":0.0018987065,"about_ca_system_score_codex":0.00017973318,"about_ca_system_score_gemma":0.00024053002,"threshold_uncertainty_score":0.0063518286},"labels":[],"label_agreement":null},{"id":"W2889139643","doi":"10.1016/j.engstruct.2018.08.072","title":"Plastic hinge relocation in reinforced concrete beams using Cu-Al-Mn SMA bars","year":2018,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Shape Memory Alloy Transformations","field":"Materials Science","cited_by":39,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"SMA*; Plastic hinge; Structural engineering; Materials science; Hinge; Shape-memory alloy; Dissipation; Rigidity (electromagnetism); Beam (structure); Ductility (Earth science); Composite material; Engineering; Computer science","score_opus":0.011035628764791283,"score_gpt":0.2373856965178852,"score_spread":0.2263500677530939,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2889139643","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9868732,0.00010240036,0.009068523,0.000020727965,0.000017216567,0.000008238664,0.000017558643,0.00017335529,0.003718878],"genre_scores_gemma":[0.997681,0.000019595895,0.0010708985,0.0000019695879,0.0000010816274,0.0000021958595,0.0000071381683,0.000007840777,0.0012082263],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99993527,0.000009620239,0.000002737786,0.000012772415,0.000017882972,0.000021760141],"domain_scores_gemma":[0.99990964,0.000020595842,0.000028720924,0.000016091324,0.000015276524,0.000009681704],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011678419,0.00023089166,0.0001627797,0.00020630895,0.00036462987,0.00017242435,0.00051876856,0.00018284786,0.0021606209],"category_scores_gemma":[0.00021009112,0.00020147274,0.00013224309,0.00013016233,0.00031558578,0.0002399887,0.00022261494,0.00017256959,0.0005297639],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006711684,0.00015158736,0.0026316778,0.00008652102,0.000016340831,0.00032777785,0.00020802238,0.053363543,0.90925425,0.0032338747,0.00033284468,0.0297224],"study_design_scores_gemma":[0.00004111967,0.00073460676,0.008992328,0.000017223489,0.000025690593,0.00030238787,0.000382482,0.16647922,0.8189378,0.0008285574,0.0032308765,0.000027699107],"about_ca_topic_score_codex":0.0010646817,"about_ca_topic_score_gemma":0.0027920536,"teacher_disagreement_score":0.0021606209,"about_ca_system_score_codex":0.00022718673,"about_ca_system_score_gemma":0.00019773157,"threshold_uncertainty_score":0.0072279572},"labels":[],"label_agreement":null},{"id":"W2894036145","doi":"10.1016/j.engstruct.2018.09.050","title":"Effectiveness of dynamic vibration absorbers implemented in tall buildings","year":2018,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Vibration Control and Rheological Fluids","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Rowan Williams Davies & Irwin (Canada)","funders":"","keywords":"Tuned mass damper; Serviceability (structure); Structural engineering; Slosh dynamics; Nonlinear system; Vibration; Damper; Damping ratio; Engineering; Computer science; Acoustics; Physics","score_opus":0.0025984946797853593,"score_gpt":0.21011491271217228,"score_spread":0.20751641803238693,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2894036145","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9883795,0.00011557473,0.0099742785,0.000026043417,0.00001624642,0.00000843844,0.000011635757,0.0001321967,0.0013360056],"genre_scores_gemma":[0.99871624,0.000032654934,0.0008427921,0.0000042558413,0.0000023384514,0.0000030760182,0.0000070379474,0.0000042934685,0.00038728007],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99979013,0.00006164627,0.000007482551,0.000025355499,0.00005419231,0.00006108761],"domain_scores_gemma":[0.9995314,0.00023437351,0.00006373305,0.00003705001,0.000089912646,0.000043517786],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028897126,0.00040327292,0.00040021466,0.00030551315,0.00030325892,0.00039098127,0.00044503636,0.0006115323,0.0022935355],"category_scores_gemma":[0.0006697544,0.00015090259,0.0002158644,0.0001346431,0.00028025266,0.00029659946,0.00029561616,0.00026642048,0.0002677137],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0041191066,0.0010948166,0.0048878896,0.00047511878,0.00009933736,0.00021823971,0.00027613115,0.14726739,0.71546626,0.0015048188,0.00039210366,0.124198794],"study_design_scores_gemma":[0.00018769788,0.007239819,0.026587885,0.00007408908,0.00030460375,0.000100940524,0.0007065704,0.5482199,0.41389295,0.00046248245,0.0021705595,0.00005245037],"about_ca_topic_score_codex":0.0013628477,"about_ca_topic_score_gemma":0.0012429672,"teacher_disagreement_score":0.0022935355,"about_ca_system_score_codex":0.00017572816,"about_ca_system_score_gemma":0.00022829544,"threshold_uncertainty_score":0.007672608},"labels":[],"label_agreement":null},{"id":"W2894810578","doi":"10.1016/j.engstruct.2018.09.058","title":"Experimental assessment of a novel steel tube connector in cross-laminated timber","year":2018,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":40,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Northern British Columbia; Okanagan University College; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Cable gland; Ductility (Earth science); Structural engineering; Stiffness; Cross laminated timber; Tube (container); Materials science; Connection (principal bundle); Failure mechanism; Composite material; Engineering; Mechanical engineering; Creep","score_opus":0.01167262508639628,"score_gpt":0.267313688659938,"score_spread":0.2556410635735417,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2894810578","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99298334,0.0000466261,0.005916478,0.000014501869,0.000025588108,0.000056588186,0.00006584753,0.000074355325,0.0008166487],"genre_scores_gemma":[0.9951574,0.000041136136,0.0036757179,0.000008866618,0.000006269764,0.000027713799,0.000062120766,0.000019132818,0.0010015941],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993056,0.00017367188,0.000027614911,0.00009984823,0.00028929955,0.000103931336],"domain_scores_gemma":[0.99865603,0.0003398768,0.00019813575,0.00019494603,0.00046708403,0.0001439755],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001058876,0.0006123678,0.0002641172,0.00036157627,0.00051356177,0.00029708055,0.00074025017,0.00085007754,0.003185813],"category_scores_gemma":[0.0015796323,0.00026765448,0.0002716649,0.00032387464,0.0009208118,0.00057814654,0.0004096442,0.00036204603,0.00042035797],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00086991565,0.0007550873,0.002528395,0.0001250199,0.000011600043,0.00025017565,0.00021757353,0.0043212282,0.98566157,0.00050561264,0.00016224374,0.004591464],"study_design_scores_gemma":[0.00011339326,0.015668638,0.019825948,0.000027713791,0.000066108914,0.00027871912,0.0002923936,0.020025536,0.9415833,0.00015539337,0.0019294953,0.000033352597],"about_ca_topic_score_codex":0.00054005557,"about_ca_topic_score_gemma":0.0013488535,"teacher_disagreement_score":0.003185813,"about_ca_system_score_codex":0.0003227979,"about_ca_system_score_gemma":0.00047764825,"threshold_uncertainty_score":0.0106576085},"labels":[],"label_agreement":null},{"id":"W2897178427","doi":"10.1016/j.engstruct.2018.10.026","title":"Irregularity index for quick identification of worst column removal scenarios of RC frame structures","year":2018,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Response to Dynamic Loads","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"National Natural Science Foundation of China","keywords":"Frame (networking); Column (typography); Identification (biology); Index (typography); Structural engineering; Computer science; Mathematics; Engineering; Telecommunications","score_opus":0.005917085555377611,"score_gpt":0.22889770496669992,"score_spread":0.2229806194113223,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2897178427","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.38079017,0.0002897939,0.6058608,0.0000835776,0.000050039813,0.00015425436,0.0007734226,0.002172179,0.009825635],"genre_scores_gemma":[0.91208726,0.00009296933,0.08601531,0.000016417855,0.000016204995,0.00006282777,0.000556915,0.00008466689,0.0010673527],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997763,0.00003066256,0.000013785105,0.000037137244,0.000100502046,0.00004159194],"domain_scores_gemma":[0.9991768,0.00031174623,0.00015045937,0.00009092142,0.00020920274,0.000060891394],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046818255,0.000618104,0.00044729194,0.0023380893,0.0004284526,0.0006659336,0.00055203994,0.00053165556,0.0024554972],"category_scores_gemma":[0.0021087264,0.00022173856,0.00028784445,0.0007678772,0.0002895813,0.000664847,0.00052471564,0.0003885201,0.00049908075],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012168209,0.00034797715,0.030118998,0.0003029145,0.000059252205,0.00052465196,0.00030290877,0.52054757,0.09158319,0.008584211,0.0055164173,0.34089506],"study_design_scores_gemma":[0.0000054079505,0.00007176074,0.0071753873,0.000012832832,0.000011904182,0.00007506274,0.00005992616,0.98176944,0.009055064,0.0011230082,0.00062047236,0.000019749943],"about_ca_topic_score_codex":0.0020149788,"about_ca_topic_score_gemma":0.0025058242,"teacher_disagreement_score":0.0024554972,"about_ca_system_score_codex":0.00037832325,"about_ca_system_score_gemma":0.00046804265,"threshold_uncertainty_score":0.008214474},"labels":[],"label_agreement":null},{"id":"W2898246543","doi":"10.1016/j.engstruct.2018.10.048","title":"Disproportionate collapse prevention analysis for a mid-rise flat-plate cross-laminated timber building","year":2018,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Response to Dynamic Loads","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Northern British Columbia; University of British Columbia","funders":"","keywords":"Catenary; Structural engineering; Stiffness; Progressive collapse; OpenSees; Cross laminated timber; Column (typography); Engineering; Brittleness; Structural load; Ductility (Earth science); Finite element method; Geotechnical engineering; Reinforced concrete; Connection (principal bundle); Creep; Materials science","score_opus":0.006438350862278153,"score_gpt":0.2695754175711937,"score_spread":0.2631370667089155,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2898246543","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.952854,0.000081773775,0.03863769,0.0000640538,0.000010505073,0.000026744747,0.00007323335,0.00009649863,0.008155595],"genre_scores_gemma":[0.99785334,0.000013216462,0.0011646871,0.0000059583763,0.0000021683184,0.000004600497,0.00002153681,0.0000045844236,0.0009299705],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998592,0.000020627256,0.0000032776766,0.000017058393,0.00005055218,0.00004927083],"domain_scores_gemma":[0.9996923,0.00012214214,0.000041495303,0.000023162913,0.00008746612,0.000033444834],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034813565,0.00039039613,0.00045524343,0.0007622405,0.0004010696,0.0003899866,0.0007486263,0.00050835294,0.0030763962],"category_scores_gemma":[0.0007512802,0.00020904427,0.00048135073,0.00031555572,0.00047380393,0.00023301963,0.00044635902,0.00030920235,0.00016662275],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021628944,0.00009385436,0.0049686353,0.000039935032,0.000027746286,0.00026950377,0.000043395852,0.9699677,0.009048674,0.0039848103,0.0003429501,0.0109965615],"study_design_scores_gemma":[0.0000023703515,0.000052508385,0.0023096364,0.0000019205265,0.000011444701,0.000025651505,0.000021604195,0.9964618,0.000818927,0.00023553574,0.000056013134,0.0000026123917],"about_ca_topic_score_codex":0.008589699,"about_ca_topic_score_gemma":0.011044674,"teacher_disagreement_score":0.008589699,"about_ca_system_score_codex":0.0005045725,"about_ca_system_score_gemma":0.0005979893,"threshold_uncertainty_score":0.017079353},"labels":[],"label_agreement":null},{"id":"W2900637247","doi":"10.1016/j.engstruct.2018.11.030","title":"Strength efficiency evaluation of cemented tailings backfill with different stratified structures","year":2018,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Tailings Management and Properties","field":"Engineering","cited_by":81,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Fundamental Research Funds for the Central Universities; National Natural Science Foundation of China","keywords":"Compressive strength; Tailings; Materials science; Curing (chemistry); Cement; Geotechnical engineering; Composite material; Specific gravity; Relative humidity; Geology; Metallurgy; Meteorology","score_opus":0.011510969459738946,"score_gpt":0.21217672870525425,"score_spread":0.2006657592455153,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2900637247","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9956196,0.00028684654,0.0030923418,0.000012148065,0.0000072562725,0.000011119046,0.000110152054,0.000043333708,0.00081715523],"genre_scores_gemma":[0.9982035,0.000097050804,0.0009832972,0.000005171047,0.0000016074003,0.000007641715,0.00009295081,0.000009138655,0.00059965526],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993831,0.00006925178,0.00004351888,0.00008087339,0.00033424303,0.00008900079],"domain_scores_gemma":[0.9993162,0.0001306014,0.00011829149,0.000079107085,0.00031360198,0.000042267402],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00082401955,0.0006291158,0.0006356106,0.0009855616,0.0003262233,0.0004811991,0.0006358196,0.000570742,0.0015393647],"category_scores_gemma":[0.00085145887,0.00028557592,0.0006775144,0.00093099935,0.00047483915,0.00067374634,0.00033803112,0.00023724748,0.00026992735],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.003933647,0.00046189188,0.015508607,0.0004730848,0.00010680114,0.00029780826,0.00025415892,0.057205014,0.8755757,0.0006995108,0.00036088936,0.04512282],"study_design_scores_gemma":[0.000067083696,0.0025890425,0.03358277,0.000026654852,0.00024086934,0.00013625508,0.00037762086,0.057562534,0.9037747,0.000218363,0.0013761157,0.000047835776],"about_ca_topic_score_codex":0.0015188328,"about_ca_topic_score_gemma":0.0029029204,"teacher_disagreement_score":0.0015393647,"about_ca_system_score_codex":0.00045792077,"about_ca_system_score_gemma":0.0004132966,"threshold_uncertainty_score":0.005149722},"labels":[],"label_agreement":null},{"id":"W2904442113","doi":"10.1016/j.engstruct.2018.12.023","title":"A framework for multi-platform simulation of reinforced concrete structures","year":2018,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Hydraulic and Pneumatic Systems","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto; Carleton University","funders":"","keywords":"Substructure; Structural engineering; Flange; Computer science; Finite element method; Reinforced concrete; Software; Compatibility (geochemistry); Shear wall; Frame (networking); Engineering; Programming language","score_opus":0.024735389121493843,"score_gpt":0.2768950134407741,"score_spread":0.25215962431928024,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2904442113","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.01092273,0.00012467477,0.98294973,0.000111338064,0.000059957136,0.00010269383,0.00017742041,0.0014667005,0.0040846765],"genre_scores_gemma":[0.31623936,0.00042853825,0.6769994,0.0001048331,0.00006533297,0.0006585138,0.0004966861,0.0009298546,0.004077567],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995665,0.00011230541,0.000035042594,0.00005520761,0.0001657716,0.00006524194],"domain_scores_gemma":[0.99939656,0.00023832003,0.000051600866,0.00009586659,0.00013880274,0.00007883289],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000854923,0.0011605301,0.0015061686,0.0007782706,0.0012181225,0.0017312972,0.0039522187,0.0023840577,0.0057258904],"category_scores_gemma":[0.002019926,0.0010656234,0.0018267785,0.0006323761,0.0011456748,0.001362204,0.0024324153,0.0019511395,0.0010567256],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001726144,0.000034413926,0.0002164765,0.0000480922,0.000028203864,0.000059759423,0.000049577797,0.9732011,0.0012515152,0.019269012,0.00030304783,0.005521512],"study_design_scores_gemma":[0.000008005868,0.0000071298546,0.000024663428,0.0000075607213,0.000004489604,0.000008132778,0.000008225319,0.9937649,0.0002937662,0.0045721526,0.0012959201,0.000005110476],"about_ca_topic_score_codex":0.014179243,"about_ca_topic_score_gemma":0.011919194,"teacher_disagreement_score":0.014179243,"about_ca_system_score_codex":0.000882104,"about_ca_system_score_gemma":0.0020560864,"threshold_uncertainty_score":0.028193414},"labels":[],"label_agreement":null},{"id":"W2905051349","doi":"10.1016/j.engstruct.2018.11.080","title":"Numerical study of hybrid GFRP-steel reinforced concrete shear walls and SFRC walls","year":2018,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Fibre-reinforced plastic; Structural engineering; Shear wall; Ductility (Earth science); Stiffness; Finite element method; Parametric statistics; Dissipation; Materials science; Shear (geology); Fiber-reinforced concrete; Reinforced concrete; Composite material; Engineering; Creep","score_opus":0.007366406171767883,"score_gpt":0.21903495580141602,"score_spread":0.21166854962964815,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2905051349","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98814046,0.00012430335,0.0043136864,0.000045256234,0.000019009292,0.0000151510485,0.0001043288,0.00006184308,0.0071759624],"genre_scores_gemma":[0.9974583,0.000036394296,0.0015127031,0.0000064200176,0.0000035432195,0.000005842717,0.0000407103,0.000008321744,0.0009278478],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997844,0.000041921805,0.0000088365505,0.000039023653,0.00006108401,0.00006467588],"domain_scores_gemma":[0.99939775,0.00026365745,0.00009674012,0.000050204675,0.00009343079,0.000098283046],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033059492,0.00046023176,0.000702639,0.00074269366,0.00054992037,0.00081856316,0.000920996,0.0015541391,0.0025060305],"category_scores_gemma":[0.00096316007,0.00041979816,0.0005228185,0.0007786879,0.0010419809,0.00049929204,0.00047943133,0.00042285904,0.0002091994],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014990076,0.00012838711,0.0036471162,0.000057223388,0.000035770125,0.0003854838,0.000074404175,0.97876555,0.011874887,0.0021270479,0.00020775905,0.0025465675],"study_design_scores_gemma":[0.000022319657,0.00009107101,0.0032970214,0.000009512569,0.000013944472,0.000049023958,0.000089788984,0.994103,0.0019167509,0.00021465967,0.00018009324,0.000012790335],"about_ca_topic_score_codex":0.00823662,"about_ca_topic_score_gemma":0.0069497954,"teacher_disagreement_score":0.00823662,"about_ca_system_score_codex":0.0005605868,"about_ca_system_score_gemma":0.0004978371,"threshold_uncertainty_score":0.01637733},"labels":[],"label_agreement":null},{"id":"W2909747408","doi":"10.1016/j.engstruct.2018.12.079","title":"Experimental seismic behavior of a two-story CLT platform building","year":2019,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":105,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"FPInnovations","funders":"Division of Civil, Mechanical and Manufacturing Innovation; Colorado State University; Forest Products Laboratory; National Science Foundation","keywords":"Cross laminated timber; Earthquake shaking table; Engineering; Structural engineering; Shear wall; Seismic analysis; Transverse plane; Seismic loading","score_opus":0.007015717427931275,"score_gpt":0.20974787131420378,"score_spread":0.2027321538862725,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2909747408","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9978776,0.0000047226267,0.00063688646,0.000013228511,0.0000033743818,0.000005719624,0.00010259974,0.00003066387,0.0013252605],"genre_scores_gemma":[0.9989512,0.000006714277,0.00041168494,0.000002942193,0.0000011118509,0.0000049382074,0.000103716586,0.000006296848,0.0005114328],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997912,0.000021996451,0.0000071872582,0.00004083031,0.00007667286,0.000062164574],"domain_scores_gemma":[0.99970704,0.000077842844,0.000027564054,0.00004533307,0.00006908422,0.00007314751],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020740456,0.0003368733,0.00025625576,0.00030806186,0.00038799044,0.00021302358,0.00062621594,0.000753719,0.003348055],"category_scores_gemma":[0.00045644902,0.00020097542,0.00020794773,0.00030165736,0.000580079,0.00021196497,0.0004136192,0.0004181313,0.00032475273],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0019556244,0.0015426455,0.009325795,0.00012430544,0.000026622958,0.00087854714,0.00092962204,0.063695416,0.9105873,0.000985925,0.0005640624,0.009384128],"study_design_scores_gemma":[0.00034391708,0.008319311,0.16251075,0.000040868068,0.00009160174,0.0005702767,0.001825304,0.33661938,0.48587474,0.0004695762,0.0032589892,0.00007518817],"about_ca_topic_score_codex":0.003021995,"about_ca_topic_score_gemma":0.004167991,"teacher_disagreement_score":0.003348055,"about_ca_system_score_codex":0.0002797121,"about_ca_system_score_gemma":0.0003014915,"threshold_uncertainty_score":0.011200368},"labels":[],"label_agreement":null},{"id":"W2912748257","doi":"10.1016/j.engstruct.2019.01.072","title":"Vibration serviceability assessment of GFRP pedestrian bridges","year":2019,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Serviceability (structure); Structural engineering; Fibre-reinforced plastic; Vibration; Finite element method; Pedestrian; Composite number; Modal; Engineering; Composite material; Materials science; Civil engineering","score_opus":0.0039264817986225985,"score_gpt":0.21732028908262319,"score_spread":0.2133938072840006,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2912748257","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9928255,0.00002978135,0.0061912383,0.0000093289145,0.0000030713131,0.000004949165,0.000045992678,0.000029579309,0.00086049794],"genre_scores_gemma":[0.9993722,0.000008692989,0.00035276246,0.0000014258485,9.293679e-7,0.000001488658,0.00004404096,0.000001870992,0.0002166402],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982435,0.000020604084,0.0000045230663,0.000027729951,0.000080595964,0.000042221956],"domain_scores_gemma":[0.9998129,0.00004528654,0.00002577115,0.000011582063,0.00008375613,0.000020768675],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030577017,0.0002811154,0.00021121086,0.00085418316,0.00021922623,0.00023317587,0.00028874652,0.0005286698,0.0010669748],"category_scores_gemma":[0.00050846057,0.00011800907,0.00027908184,0.00034956672,0.00016574631,0.00018891397,0.00025990428,0.00017072246,0.0001989142],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0021206872,0.0003509917,0.07632607,0.0001901451,0.000093620416,0.0006617017,0.00052291877,0.28528142,0.4828515,0.0014417268,0.00080798223,0.14935128],"study_design_scores_gemma":[0.000022408381,0.0016109383,0.24739288,0.00002345809,0.0000660811,0.0002255268,0.0004933384,0.7041386,0.044515528,0.00074770127,0.00073635497,0.000027127286],"about_ca_topic_score_codex":0.003910124,"about_ca_topic_score_gemma":0.0053149243,"teacher_disagreement_score":0.003910124,"about_ca_system_score_codex":0.00025570783,"about_ca_system_score_gemma":0.00017869592,"threshold_uncertainty_score":0.0077747107},"labels":[],"label_agreement":null},{"id":"W2913887605","doi":"10.1016/j.engstruct.2019.01.143","title":"Structural performance of high-strength-concrete columns reinforced with GFRP bars and ties subjected to eccentric loads","year":2019,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":64,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Natural Sciences and Engineering Research Council of Canada; Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Foundation for Innovation","keywords":"Fibre-reinforced plastic; Structural engineering; Materials science; Flexural strength; Reinforcement; Eccentricity (behavior); Failure mode and effects analysis; Composite material; Concrete cover; Ultimate load; Engineering; Finite element method","score_opus":0.0026751459324167474,"score_gpt":0.16678991305398178,"score_spread":0.16411476712156503,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2913887605","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993585,0.00002684447,0.00014629221,0.000007987097,0.0000043094387,0.0000016687984,0.00003819821,0.000010250833,0.0004059816],"genre_scores_gemma":[0.99891174,0.000021626065,0.000067118446,0.000004069389,0.0000012882804,0.0000016973836,0.000060934723,0.0000047191784,0.0009267445],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997985,0.000022632006,0.000007427613,0.00003552815,0.000072074115,0.00006392505],"domain_scores_gemma":[0.99941134,0.00019883626,0.000080323014,0.000039243947,0.00012254901,0.00014763777],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029706725,0.00034050219,0.00033761346,0.00045963484,0.0005203461,0.00026376237,0.0004384548,0.0007317645,0.0029886984],"category_scores_gemma":[0.0007018576,0.00029980636,0.0002940104,0.00023495003,0.0007564808,0.00029629815,0.00033677378,0.00042713154,0.0004916942],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0040385197,0.00042595508,0.012655326,0.00011429694,0.00006279193,0.00068698806,0.00052963285,0.05899857,0.9139799,0.0003981294,0.00032066484,0.0077893105],"study_design_scores_gemma":[0.00012210867,0.0053518177,0.20459536,0.000055172335,0.00015016658,0.00049279234,0.0013460815,0.13846292,0.64800316,0.0003097889,0.001036069,0.00007451636],"about_ca_topic_score_codex":0.003711422,"about_ca_topic_score_gemma":0.005160103,"teacher_disagreement_score":0.003711422,"about_ca_system_score_codex":0.00032763428,"about_ca_system_score_gemma":0.0003686617,"threshold_uncertainty_score":0.009998202},"labels":[],"label_agreement":null},{"id":"W2914216589","doi":"10.1016/j.engstruct.2019.01.113","title":"Non-linear time history analysis of reinforced concrete coupled shear walls: Comparison of old design, modern design and retrofitted with externally bonded CFRP composites","year":2019,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure","funders":"","keywords":"Structural engineering; Fibre-reinforced plastic; Seismic analysis; Stiffness; Engineering; Retrofitting; Reinforced concrete; Geotechnical engineering","score_opus":0.007582472646867975,"score_gpt":0.19780728835666117,"score_spread":0.1902248157097932,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2914216589","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97817343,0.00007042038,0.019825105,0.000014453078,0.000004504813,0.000006362233,0.00005007936,0.00009761752,0.0017579535],"genre_scores_gemma":[0.99776626,0.000027263777,0.0011638216,0.0000020026575,0.0000012061818,0.000002331753,0.000034336368,0.0000135632845,0.0009892214],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99992776,0.000012644035,0.0000029095982,0.000011036899,0.00003269374,0.0000130337485],"domain_scores_gemma":[0.9997409,0.00012600575,0.000044457076,0.00002192393,0.000050830637,0.000015842697],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014810273,0.0002654947,0.00016369118,0.0006513626,0.00013365508,0.00030096478,0.0003157119,0.00030466818,0.0017295749],"category_scores_gemma":[0.0003808892,0.00015011469,0.0002738083,0.00039084745,0.00027619608,0.00026453554,0.00015525689,0.00019559095,0.00025280038],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009971767,0.00030575783,0.026388258,0.00024021693,0.000088703215,0.0005688145,0.00045917335,0.49845868,0.4010036,0.0019897362,0.00029411903,0.06920568],"study_design_scores_gemma":[0.000009601793,0.00026308137,0.037193634,0.000009600896,0.000033080738,0.000107068205,0.00016629926,0.92332035,0.03827577,0.00024375827,0.00035867598,0.000019039911],"about_ca_topic_score_codex":0.0025736035,"about_ca_topic_score_gemma":0.0042412346,"teacher_disagreement_score":0.0025736035,"about_ca_system_score_codex":0.00018398603,"about_ca_system_score_gemma":0.00020179014,"threshold_uncertainty_score":0.0057860017},"labels":[],"label_agreement":null},{"id":"W2914251203","doi":"10.1016/j.engstruct.2019.02.008","title":"Finite element modelling of profiled steel deck composite slab system with engineered cementitious composite under monotonic loading","year":2019,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":48,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Division of Electrical, Communications and Cyber Systems","keywords":"Structural engineering; Composite number; Finite element method; Slab; Deck; Materials science; Parametric statistics; Composite construction; Composite material; Deflection (physics); Shear (geology); Engineering","score_opus":0.007998905167711326,"score_gpt":0.18720842311952815,"score_spread":0.17920951795181683,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2914251203","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9157631,0.00016482476,0.06239944,0.00015305226,0.00004200248,0.000060803508,0.00039565127,0.00035788727,0.020663165],"genre_scores_gemma":[0.99093026,0.00007020329,0.004627152,0.000014605935,0.0000034416123,0.00002737391,0.00012566781,0.000035178742,0.004166202],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99984086,0.00003570196,0.000007548132,0.000026465337,0.00005959013,0.000029853669],"domain_scores_gemma":[0.9997453,0.000097996795,0.00004113508,0.00003043995,0.0000562058,0.00002890998],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022004737,0.00045465404,0.00064669305,0.0005442169,0.0005614073,0.0008014731,0.0009918815,0.0016337236,0.0032423737],"category_scores_gemma":[0.00056469894,0.00057825487,0.0005531737,0.00049915095,0.00095036137,0.0003923001,0.00045293546,0.00043480247,0.000398088],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004453927,0.00003023402,0.00059946714,0.00003001602,0.0000125636925,0.000120323486,0.000051203602,0.9892635,0.0075343386,0.0007388153,0.000093667455,0.0014813498],"study_design_scores_gemma":[0.000003954145,0.000022594128,0.00064224907,0.000003690825,0.000003890667,0.000018743289,0.000028563669,0.9982603,0.00079953054,0.000082688064,0.00012929218,0.0000045781826],"about_ca_topic_score_codex":0.013093238,"about_ca_topic_score_gemma":0.011436945,"teacher_disagreement_score":0.013093238,"about_ca_system_score_codex":0.00059012463,"about_ca_system_score_gemma":0.0009839911,"threshold_uncertainty_score":0.026034057},"labels":[],"label_agreement":null},{"id":"W2915476288","doi":"10.1016/j.engstruct.2019.01.134","title":"Seismic fragility analysis of deteriorating recycled aggregate concrete bridge columns subjected to freeze-thaw cycles","year":2019,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":49,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"China Scholarship Council; National Natural Science Foundation of China","keywords":"Fragility; Aggregate (composite); Structural engineering; Incremental Dynamic Analysis; Geotechnical engineering; Bridge (graph theory); FTCS scheme; Peak ground acceleration; Environmental science; Ground motion; Engineering; Materials science; Composite material; Mathematics; Chemistry","score_opus":0.006653775512046373,"score_gpt":0.21932457290152205,"score_spread":0.21267079738947567,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2915476288","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994561,0.000024942281,0.00028214254,0.0000055433497,0.0000016501342,0.000001662775,0.00005551066,0.000008746875,0.00016374927],"genre_scores_gemma":[0.99962485,0.000015119259,0.000098214296,0.000003451276,5.596503e-7,0.0000013222582,0.000053809807,0.0000021296912,0.00020047356],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999199,0.000007144056,0.0000036657148,0.000014788196,0.000031837033,0.000022687032],"domain_scores_gemma":[0.9997824,0.00005888553,0.000042845935,0.000016898119,0.00007099585,0.000028062255],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017936302,0.00022035852,0.0002765439,0.0005374108,0.0003119239,0.00017542347,0.00030096047,0.00044531346,0.0016181167],"category_scores_gemma":[0.00034101598,0.00016194371,0.00029474573,0.00033021602,0.00036757695,0.0001811329,0.00013650478,0.00032613342,0.00013294618],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012075369,0.00018620242,0.036096126,0.00009514707,0.00006705256,0.0010929513,0.0004551578,0.043775443,0.90320367,0.00022034893,0.00033090092,0.013269435],"study_design_scores_gemma":[0.000024410974,0.0015403696,0.41428712,0.00003066957,0.00013032496,0.00045212774,0.0009925623,0.17326388,0.4082733,0.00015947713,0.0007879824,0.00005769518],"about_ca_topic_score_codex":0.0051576067,"about_ca_topic_score_gemma":0.011202576,"teacher_disagreement_score":0.0051576067,"about_ca_system_score_codex":0.0003123483,"about_ca_system_score_gemma":0.0001811818,"threshold_uncertainty_score":0.010255218},"labels":[],"label_agreement":null},{"id":"W2918223831","doi":"10.1016/j.engstruct.2019.02.060","title":"Nonlinear simulation of reinforced concrete beams retrofitted by near-surface mounted iron-based shape memory alloys","year":2019,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":95,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Materials science; SMA*; Retrofitting; Beam (structure); Ductility (Earth science); Structural engineering; Finite element method; Shape-memory alloy; Reinforcement; Reinforced concrete; Composite material; Nonlinear system; Computer science; Engineering","score_opus":0.004599113958853135,"score_gpt":0.2132371815770025,"score_spread":0.20863806761814938,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2918223831","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9845465,0.000054283315,0.0037078974,0.00014080344,0.000036144625,0.000016762886,0.00019008871,0.000082657,0.011224904],"genre_scores_gemma":[0.996725,0.000031246906,0.00071501825,0.000021163089,0.000004945704,0.000010645001,0.000083893756,0.000023704019,0.0023843672],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998735,0.00002223801,0.0000044055305,0.000018460867,0.000033838292,0.000047471993],"domain_scores_gemma":[0.9994423,0.00026356612,0.00006848689,0.000041057836,0.00011567644,0.00006894522],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021399585,0.00049085176,0.00059015636,0.00050149736,0.0006814162,0.0005429535,0.0010890098,0.0017447909,0.004007574],"category_scores_gemma":[0.0011732359,0.00049642497,0.00066406175,0.0004117388,0.0010131327,0.0004246524,0.00050412136,0.0007459359,0.000330381],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006397972,0.00006977344,0.0013197872,0.000018741874,0.000013221801,0.00012448392,0.000040695268,0.99535793,0.0016636414,0.00050111697,0.00012982407,0.0006969284],"study_design_scores_gemma":[0.000008304369,0.000030742947,0.00081155775,0.0000027634874,0.0000033375406,0.000009161521,0.000032284217,0.9985885,0.00038277026,0.00006148775,0.00006524552,0.000003774924],"about_ca_topic_score_codex":0.0386357,"about_ca_topic_score_gemma":0.027965758,"teacher_disagreement_score":0.0386357,"about_ca_system_score_codex":0.0009399331,"about_ca_system_score_gemma":0.00093020615,"threshold_uncertainty_score":0.076821625},"labels":[],"label_agreement":null},{"id":"W2921640615","doi":"10.1016/j.engstruct.2019.02.069","title":"Seismic performance parameters of fully grouted reinforced masonry squat shear walls","year":2019,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Stiffness; Shear wall; Ductility (Earth science); Geotechnical engineering; Seismic analysis; Squat; Masonry; Dissipation; Geology; Shear (geology); Materials science; Engineering; Composite material; Physics","score_opus":0.003747578272368028,"score_gpt":0.16795776214990307,"score_spread":0.16421018387753505,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2921640615","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99674535,0.000014961282,0.0019584913,0.0000050664726,0.0000018474462,0.0000020403645,0.00009465024,0.0000294414,0.0011481057],"genre_scores_gemma":[0.99924135,0.000007146742,0.00020742051,0.0000013021081,6.674109e-7,0.0000014329407,0.00009008815,0.000004667945,0.00044584324],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998555,0.000024658772,0.0000064913356,0.000026019581,0.000049702663,0.000037595404],"domain_scores_gemma":[0.99955493,0.00018980121,0.000054476386,0.000045497716,0.00010594912,0.000049400733],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002014105,0.0003577537,0.00024126524,0.000383283,0.0001937598,0.0003603605,0.00044333487,0.0005434611,0.0020858014],"category_scores_gemma":[0.00067190477,0.0001814162,0.000206234,0.0003270825,0.00039578378,0.0002592477,0.00034493505,0.00017169282,0.00035951415],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00156101,0.0002636112,0.035589296,0.00011335571,0.000071470524,0.00058084936,0.00046417542,0.6974319,0.23005421,0.0012737986,0.0005608657,0.03203545],"study_design_scores_gemma":[0.000029582205,0.00091932033,0.15292323,0.000030876367,0.000054747918,0.00021065807,0.00057669415,0.7743141,0.06998278,0.00032527072,0.0005776307,0.00005510222],"about_ca_topic_score_codex":0.002756137,"about_ca_topic_score_gemma":0.0027449464,"teacher_disagreement_score":0.002756137,"about_ca_system_score_codex":0.00021423574,"about_ca_system_score_gemma":0.00023103987,"threshold_uncertainty_score":0.006977737},"labels":[],"label_agreement":null},{"id":"W2923220324","doi":"10.1016/j.engstruct.2019.03.036","title":"Proposal of poro-mechanical coupling among ASR, corrosion and frost action for damage assessment of structural concrete with water","year":2019,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":35,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Infrastructure Security and Energy Restoration; National Key Research and Development Program of China; Japan Science and Technology Agency; Swine Innovation Porc","keywords":"Corrosion; Materials science; Structural engineering; Durability; Cracking; Coupling (piping); Deformation (meteorology); Fracture mechanics; Fracture (geology); Scale (ratio); Composite material; Geotechnical engineering; Engineering","score_opus":0.005589245374019373,"score_gpt":0.22861220467847632,"score_spread":0.22302295930445695,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2923220324","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.10883739,0.00039250983,0.88560116,0.00023817008,0.00006081036,0.00013978162,0.00006626649,0.00027367467,0.0043902034],"genre_scores_gemma":[0.9485548,0.00036210348,0.04802977,0.000031835625,0.00002448142,0.00016179094,0.000044919027,0.000045690103,0.0027445166],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998078,0.000047665842,0.000008430982,0.000048074427,0.00006044445,0.000027642229],"domain_scores_gemma":[0.9998741,0.000027079406,0.000021578406,0.000010647151,0.000040712654,0.000025775309],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003615406,0.0007001477,0.00062070705,0.0005834242,0.00035136525,0.0006083698,0.0013665713,0.0011352764,0.0010012381],"category_scores_gemma":[0.00039883915,0.000408509,0.0008614,0.00025200934,0.0006152921,0.0009014167,0.0007191395,0.0006983019,0.00019293702],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000437367,0.000112990776,0.0030300757,0.00013504847,0.00005342439,0.00025120412,0.00013271277,0.93963623,0.028288167,0.015508616,0.00025125325,0.01255656],"study_design_scores_gemma":[0.0000032331018,0.00003446672,0.00025133742,0.0000030178128,0.00000703393,0.000020078662,0.000013486503,0.9978302,0.0007043194,0.0009946367,0.000132787,0.000005460781],"about_ca_topic_score_codex":0.004831661,"about_ca_topic_score_gemma":0.003665317,"teacher_disagreement_score":0.004831661,"about_ca_system_score_codex":0.00053927215,"about_ca_system_score_gemma":0.00091171724,"threshold_uncertainty_score":0.009607077},"labels":[],"label_agreement":null},{"id":"W2928446142","doi":"10.1016/j.engstruct.2019.03.102","title":"A non-iterative progressive collapse design method for RC structures based on virtual thermal pushdown analysis","year":2019,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Response to Dynamic Loads","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada; National Natural Science Foundation of China; Clorox Company","keywords":"Structural engineering; Progressive collapse; Reinforcement; Displacement (psychology); Nonlinear system; Computer science; Reinforced concrete; Engineering","score_opus":0.005197276417441481,"score_gpt":0.2428068319586449,"score_spread":0.23760955554120342,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2928446142","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0044997702,0.000029351744,0.9929512,0.000012724496,0.000014860136,0.00003576564,0.000010584489,0.00025083177,0.0021948728],"genre_scores_gemma":[0.33470505,0.00012836415,0.65843844,0.000051182098,0.000025920812,0.00028671388,0.00009242972,0.00031902565,0.0059527224],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997744,0.000043069846,0.000009692523,0.000028430046,0.00012832104,0.000016143633],"domain_scores_gemma":[0.9996476,0.00012101688,0.000028770795,0.000040313174,0.00014476864,0.000017576956],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004207148,0.00070863875,0.0006509024,0.0006366122,0.000499387,0.0005661114,0.0013300489,0.0006552425,0.005083605],"category_scores_gemma":[0.0009260971,0.0005005078,0.00063681026,0.00034965135,0.0004784897,0.0006178863,0.00076165306,0.00072085415,0.00068630616],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000056947858,0.00007270126,0.00035259066,0.00016336677,0.000041732503,0.00007258557,0.00013440325,0.8468321,0.023865893,0.012732655,0.0009024354,0.11477264],"study_design_scores_gemma":[0.0000047021554,0.000022550057,0.00004746419,0.000004125709,0.000005378282,0.000011553075,0.0000056382296,0.99761957,0.00096131035,0.0006536349,0.0006601267,0.000003911988],"about_ca_topic_score_codex":0.003705126,"about_ca_topic_score_gemma":0.0066843703,"teacher_disagreement_score":0.005083605,"about_ca_system_score_codex":0.00036326284,"about_ca_system_score_gemma":0.0010489268,"threshold_uncertainty_score":0.017006278},"labels":[],"label_agreement":null},{"id":"W2929002795","doi":"10.1016/j.engstruct.2019.04.002","title":"Distributed strain monitoring of two-way slabs","year":2019,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Advanced Fiber Optic Sensors","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Slab; Structural engineering; Reinforcement; Axial symmetry; Punching; Shear (geology); Flexural strength; Materials science; Geotechnical engineering; Geology; Engineering; Composite material","score_opus":0.0047836187947101864,"score_gpt":0.21165316185330635,"score_spread":0.20686954305859617,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2929002795","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9846407,0.0001408204,0.013216293,0.000051591793,0.000011678046,0.000007287257,0.00008072473,0.00014298534,0.001708092],"genre_scores_gemma":[0.99003685,0.000056875746,0.008963346,0.000010090662,0.000004038688,0.0000073644273,0.00004868242,0.0000072215184,0.00086552015],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99969757,0.00003539727,0.000006892033,0.000068239526,0.00014056616,0.000051335508],"domain_scores_gemma":[0.9996136,0.00009503402,0.000092689246,0.000060171966,0.00009800501,0.00004061507],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021044277,0.00040703925,0.0003274229,0.00043886545,0.00027866362,0.00048576412,0.00078810134,0.00051094685,0.00065324374],"category_scores_gemma":[0.00039063234,0.00024340821,0.00012958547,0.000452387,0.0005172293,0.0006115822,0.00065631623,0.00041321426,0.00009837097],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00042950403,0.00013343053,0.003104941,0.000037735612,0.000024269926,0.00006437785,0.00013261847,0.012462244,0.9715299,0.0009123958,0.00016298698,0.011005411],"study_design_scores_gemma":[0.000059571685,0.00038021107,0.012666289,0.000011578603,0.00002828439,0.00014353619,0.00016141117,0.323953,0.660994,0.0007239693,0.0008291777,0.000048977425],"about_ca_topic_score_codex":0.002234223,"about_ca_topic_score_gemma":0.0045080525,"teacher_disagreement_score":0.002234223,"about_ca_system_score_codex":0.0006221783,"about_ca_system_score_gemma":0.0003404131,"threshold_uncertainty_score":0.004514277},"labels":[],"label_agreement":null},{"id":"W2931506243","doi":"10.1016/j.engstruct.2019.04.010","title":"Modelling of mechano-electrochemical interaction of multiple longitudinally aligned corrosion defects on oil/gas pipelines","year":2019,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Corrosion Behavior and Inhibition","field":"Materials Science","cited_by":53,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"China Scholarship Council","keywords":"Corrosion; Materials science; Pipeline transport; Stress (linguistics); Anode; Stress field; Electrochemistry; Work (physics); Current density; Coupling (piping); Composite material; Metallurgy; Finite element method; Structural engineering; Electrode; Chemistry; Physics; Thermodynamics","score_opus":0.013489064478491823,"score_gpt":0.22649364751720877,"score_spread":0.21300458303871694,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2931506243","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.929425,0.0005522919,0.050504383,0.0003684475,0.00007280779,0.000053789132,0.0004439166,0.0003037804,0.018275691],"genre_scores_gemma":[0.99498355,0.00011785446,0.0019122938,0.000013737049,0.000006169175,0.000019055751,0.00007079314,0.000016246328,0.0028603547],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998554,0.00002126767,0.0000062095414,0.00003386648,0.000042131316,0.00004115048],"domain_scores_gemma":[0.99971575,0.000112058864,0.000057707388,0.000026989937,0.000061286184,0.000026295666],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017269189,0.00052576896,0.0005248194,0.00037253575,0.0003079673,0.00076966546,0.0010116864,0.0018443809,0.0021078154],"category_scores_gemma":[0.00071274245,0.0004232829,0.00044,0.00038662067,0.00080250716,0.00044659947,0.00036739334,0.0004014215,0.0002619275],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000031255542,0.000033692777,0.00059673423,0.000027809121,0.00000828221,0.00011193554,0.00001646348,0.9904805,0.0067001553,0.0007963615,0.00008771035,0.0011090802],"study_design_scores_gemma":[0.000004426548,0.000017452741,0.00041530447,0.00000181928,0.0000024347419,0.00001536026,0.000010459563,0.9981896,0.0011047501,0.00012560283,0.00010902432,0.000003815308],"about_ca_topic_score_codex":0.011398967,"about_ca_topic_score_gemma":0.005172698,"teacher_disagreement_score":0.011398967,"about_ca_system_score_codex":0.0007690573,"about_ca_system_score_gemma":0.0007356937,"threshold_uncertainty_score":0.022665262},"labels":[],"label_agreement":null},{"id":"W2938336414","doi":"10.1016/j.engstruct.2019.04.035","title":"Response of slender reinforced masonry shear walls with flanged boundary elements under in-plane lateral loading: An experimental study","year":2019,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Instability; Masonry; Shear wall; Unreinforced masonry building; Materials science; Dissipation; Ductility (Earth science); Shear (geology); Ultimate tensile strength; Plane stress; Geotechnical engineering; Geology; Engineering; Composite material; Mechanics; Finite element method; Physics; Creep","score_opus":0.006083510981664809,"score_gpt":0.21723768683977498,"score_spread":0.21115417585811017,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2938336414","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991529,0.0000084045705,0.0005400094,0.000004035577,0.000004370229,0.0000051715892,0.000024368674,0.00001129902,0.00024941002],"genre_scores_gemma":[0.9988721,0.000015593261,0.00035686372,0.000004599102,0.000002415886,0.000007940097,0.00003128723,0.0000068695367,0.0007023098],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99968255,0.000051785046,0.00001625999,0.00005102276,0.000113206595,0.000085186184],"domain_scores_gemma":[0.9991277,0.00036882976,0.00014470065,0.000119868084,0.0001357043,0.00010327246],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003825205,0.0005255826,0.00046007647,0.00031631565,0.00036001916,0.00027709495,0.0005549727,0.00082414236,0.0030440397],"category_scores_gemma":[0.00095405703,0.00035300336,0.00028307392,0.00019693606,0.00079152244,0.00038487758,0.0005312615,0.00033282058,0.00036812015],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015005642,0.0007376065,0.0018358666,0.00005616144,0.000013413756,0.00025356986,0.0002322204,0.011776081,0.9811793,0.00016623779,0.00007420879,0.0021747018],"study_design_scores_gemma":[0.0002237874,0.008934146,0.0289363,0.000026304717,0.00006695604,0.00028211597,0.00066921883,0.10358382,0.85642993,0.0001568917,0.0006443169,0.000046188146],"about_ca_topic_score_codex":0.00074441015,"about_ca_topic_score_gemma":0.00068316277,"teacher_disagreement_score":0.0030440397,"about_ca_system_score_codex":0.00018366633,"about_ca_system_score_gemma":0.00023054275,"threshold_uncertainty_score":0.010183334},"labels":[],"label_agreement":null},{"id":"W2940241374","doi":"10.1016/j.engstruct.2019.04.023","title":"Seismic design of the double-cell accordion-web reduced beam section connection","year":2019,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":31,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Polytechnique Montréal","keywords":"Plastic hinge; Connection (principal bundle); Beam (structure); Structural engineering; Flexural strength; Hinge; Groove (engineering); Seismic analysis; Materials science; Engineering; Mechanical engineering","score_opus":0.006202864298432175,"score_gpt":0.18097267208207435,"score_spread":0.17476980778364218,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2940241374","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.31836915,0.00009635108,0.61311346,0.00018696056,0.00006538968,0.00014147034,0.0003734981,0.0007877274,0.066865996],"genre_scores_gemma":[0.9266145,0.000050143703,0.061942536,0.00004477632,0.0000128059055,0.000103611725,0.00014960468,0.000056043464,0.011025877],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99988735,0.000024844054,0.000003967803,0.000019880532,0.000047025565,0.000016896201],"domain_scores_gemma":[0.9999213,0.000009340127,0.000010666292,0.000011865634,0.000030896335,0.000015993017],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009849383,0.00027996342,0.0003443512,0.00034368184,0.00031012463,0.00049939746,0.0008234673,0.0005720859,0.0073959674],"category_scores_gemma":[0.0002018621,0.00021068027,0.00018153283,0.0003263023,0.0002507831,0.00027559817,0.0004985701,0.00024131723,0.0012947978],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005708673,0.0002792616,0.0042226403,0.00015175085,0.000048976966,0.00054485246,0.00022611422,0.6720137,0.15471202,0.042009663,0.0038025354,0.12141759],"study_design_scores_gemma":[0.00005913237,0.00043054376,0.002653247,0.00001740949,0.00002356753,0.00021553041,0.00011631485,0.9716887,0.014149079,0.0024120302,0.008209553,0.000024899826],"about_ca_topic_score_codex":0.0012039928,"about_ca_topic_score_gemma":0.002267569,"teacher_disagreement_score":0.0073959674,"about_ca_system_score_codex":0.00026204588,"about_ca_system_score_gemma":0.00048450765,"threshold_uncertainty_score":0.024741948},"labels":[],"label_agreement":null},{"id":"W2943216828","doi":"10.1016/j.engstruct.2019.04.086","title":"Experimental and numerical study on low-velocity lateral impact behaviors of RC, UHPFRC and UHPFRC-strengthened columns","year":2019,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":136,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"National Natural Science Foundation of China","keywords":"Structural engineering; Punching; Reinforced concrete; Materials science; Column (typography); Fiber-reinforced concrete; Engineering; Composite material","score_opus":0.004937657900482709,"score_gpt":0.23662783811600932,"score_spread":0.23169018021552662,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2943216828","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982273,0.000030669908,0.00072455505,0.000011249242,0.0000071231125,0.000008947294,0.00009038601,0.000027453314,0.0008724187],"genre_scores_gemma":[0.99890935,0.000024662282,0.000377921,0.0000038147105,0.0000016935959,0.0000047388035,0.000062254316,0.000003699866,0.0006119985],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999783,0.000015201784,0.0000072886874,0.000026562644,0.00010195357,0.000066046894],"domain_scores_gemma":[0.9994062,0.00021323773,0.000061963045,0.00007259076,0.00017454718,0.000071480885],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024727767,0.00032679044,0.00027583214,0.0005197753,0.0006422003,0.00020173704,0.00045435058,0.0005127823,0.0045244717],"category_scores_gemma":[0.0006248001,0.00018231357,0.00022499783,0.00035684594,0.0006387365,0.0003290777,0.00034338085,0.00039868464,0.00022509503],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012777684,0.00086508616,0.009285932,0.00018373781,0.000025201685,0.00046049678,0.0005017599,0.033095885,0.94306153,0.00088673393,0.00047241765,0.009883444],"study_design_scores_gemma":[0.0001121953,0.003820323,0.07705006,0.000033208005,0.000063850304,0.00033042108,0.0012493532,0.18274672,0.7328676,0.00028672215,0.0013613581,0.00007813738],"about_ca_topic_score_codex":0.0025356854,"about_ca_topic_score_gemma":0.0035371464,"teacher_disagreement_score":0.0045244717,"about_ca_system_score_codex":0.00025557086,"about_ca_system_score_gemma":0.00024949713,"threshold_uncertainty_score":0.015135884},"labels":[],"label_agreement":null},{"id":"W2943608483","doi":"10.1016/j.engstruct.2019.04.065","title":"Experimental and analytical investigation of new concrete filled FRP tube beam-column connections","year":2019,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada; Cystic Fibrosis Foundation Therapeutics","keywords":"Embedment; Beam (structure); Structural engineering; Fibre-reinforced plastic; Column (typography); Connection (principal bundle); Flexural strength; Materials science; Composite material; Engineering","score_opus":0.00795017061714612,"score_gpt":0.2158129113700868,"score_spread":0.20786274075294067,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2943608483","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9960181,0.000052907595,0.002265166,0.000013269528,0.000016428256,0.000018497241,0.000111330635,0.00008331444,0.001420988],"genre_scores_gemma":[0.99768484,0.00003534366,0.000989001,0.0000029545029,0.0000034594548,0.000010710879,0.00004679453,0.0000094044735,0.0012174937],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99954754,0.00007079819,0.000012874915,0.00008263195,0.00022255078,0.000063607724],"domain_scores_gemma":[0.9989761,0.00032496353,0.00014989627,0.00014350394,0.00030461742,0.00010084023],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038916233,0.00046086236,0.00032292996,0.00041463753,0.0005185496,0.00024270559,0.00085607806,0.000728589,0.0037169699],"category_scores_gemma":[0.001072294,0.000364213,0.00021330449,0.00043088332,0.00077703275,0.0005547392,0.0002683357,0.0005478246,0.00035670513],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006040065,0.00056885823,0.0027515322,0.00017583343,0.000021455344,0.00039393254,0.0005188368,0.022455677,0.96313876,0.0013651472,0.00039613413,0.0076098274],"study_design_scores_gemma":[0.000078504,0.0037227254,0.030776106,0.000036944723,0.00006991806,0.00030249215,0.0005189766,0.1202342,0.84041995,0.0003526633,0.0034350578,0.00005244272],"about_ca_topic_score_codex":0.0013013026,"about_ca_topic_score_gemma":0.0026466025,"teacher_disagreement_score":0.0037169699,"about_ca_system_score_codex":0.00041259453,"about_ca_system_score_gemma":0.00029043926,"threshold_uncertainty_score":0.012434542},"labels":[],"label_agreement":null},{"id":"W2944158008","doi":"10.1016/j.engstruct.2019.04.072","title":"Tensile behaviour of adhesive anchors under different strain rates","year":2019,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Response to Dynamic Loads","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Embedment; Adhesive; Ultimate tensile strength; Materials science; Strain rate; Failure mode and effects analysis; Composite material; Structural engineering; Finite element method; Layer (electronics); Engineering","score_opus":0.004014523144220931,"score_gpt":0.20307548769569556,"score_spread":0.19906096455147462,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2944158008","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99741733,0.00025252215,0.0007011635,0.000033196877,0.000036464506,0.0000071227787,0.00018412685,0.00004691727,0.0013211445],"genre_scores_gemma":[0.99701285,0.00019438041,0.00046051457,0.000024334387,0.000011925392,0.000011779681,0.00021121417,0.000023811206,0.0020491395],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99958175,0.000042830314,0.000028763907,0.000080198,0.00015398464,0.00011250479],"domain_scores_gemma":[0.9984779,0.00044181503,0.00031629376,0.00015619556,0.00040698258,0.00020091973],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004015815,0.00038570215,0.00036419506,0.00052123,0.0003706568,0.0005109137,0.00046687544,0.00081301323,0.007282952],"category_scores_gemma":[0.0018958118,0.00032528074,0.000171776,0.00055049144,0.00050541275,0.00052310585,0.00036168486,0.00067971396,0.0008386616],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00075058755,0.000106713225,0.0008318153,0.00008748981,0.000017913631,0.0002896037,0.00026063123,0.002752039,0.9898413,0.00020959793,0.00021783452,0.0046345093],"study_design_scores_gemma":[0.000046465873,0.0016191108,0.021998188,0.000048017686,0.000055622553,0.00013689628,0.00062365964,0.020491831,0.952482,0.00019233854,0.002253615,0.00005225066],"about_ca_topic_score_codex":0.0008537576,"about_ca_topic_score_gemma":0.0011270692,"teacher_disagreement_score":0.007282952,"about_ca_system_score_codex":0.00023970239,"about_ca_system_score_gemma":0.00019616431,"threshold_uncertainty_score":0.024363875},"labels":[],"label_agreement":null},{"id":"W2944619403","doi":"10.1016/j.engstruct.2019.04.058","title":"A practical modelling technique to assess the performance of wood-frame roofs under extreme wind loads","year":2019,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Science and Engineering Research Council; Institute for Catastrophic Loss Reduction; Oregon State University; Colorado State University","keywords":"Roof; Structural engineering; Stiffness; Wind engineering; Framing (construction); Engineering; Environmental science; Geotechnical engineering","score_opus":0.022389885651538367,"score_gpt":0.23862323270619745,"score_spread":0.21623334705465908,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2944619403","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7805242,0.00006603319,0.21186408,0.000034752207,0.000021309806,0.000107081396,0.0002557566,0.00043615274,0.0066906223],"genre_scores_gemma":[0.9784693,0.000040569896,0.020659208,0.0000026132925,0.0000018835731,0.000044461936,0.00008914774,0.000021288968,0.00067151757],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99980503,0.000041727577,0.000008720107,0.000021085149,0.00009495265,0.000028540013],"domain_scores_gemma":[0.9996666,0.0001338531,0.000034826706,0.000066860164,0.0000835235,0.000014410682],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046722134,0.0005240129,0.0003283491,0.00043949755,0.00048103556,0.00039620092,0.00044597493,0.0006553206,0.0015698681],"category_scores_gemma":[0.00079127663,0.00025093113,0.0003853848,0.00035770595,0.0002984887,0.00034954873,0.00026799363,0.00033128465,0.0003565307],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022825046,0.000181778,0.0060743713,0.000120958226,0.000024629664,0.00015409582,0.0002196567,0.7914274,0.15975516,0.0015866078,0.00038355013,0.03984356],"study_design_scores_gemma":[0.000013800861,0.00069697533,0.008925866,0.000011271973,0.000020878286,0.00010987105,0.00014557313,0.94394934,0.04494281,0.00037743567,0.0007847365,0.000021472526],"about_ca_topic_score_codex":0.0016903629,"about_ca_topic_score_gemma":0.0030103705,"teacher_disagreement_score":0.0016903629,"about_ca_system_score_codex":0.0002079269,"about_ca_system_score_gemma":0.00038396544,"threshold_uncertainty_score":0.0052517056},"labels":[],"label_agreement":null},{"id":"W2945508565","doi":"10.1016/j.engstruct.2019.05.012","title":"Experimental and numerical studies on axially loaded reinforced square hollow section T-joints","year":2019,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"Engineering Laboratory; Natural Sciences and Engineering Research Council of Canada","keywords":"Axial symmetry; Square (algebra); Section (typography); Structural engineering; Materials science; Composite material; Engineering; Mathematics; Geometry; Computer science","score_opus":0.007696479283316812,"score_gpt":0.22654205085368592,"score_spread":0.2188455715703691,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2945508565","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9954066,0.000041853837,0.0026342024,0.000012886695,0.000008836756,0.000011425812,0.00007187251,0.000060219478,0.0017522094],"genre_scores_gemma":[0.99776936,0.00002721396,0.0011926586,0.0000021867875,0.0000035004605,0.00000855447,0.000037491496,0.000011448248,0.0009477523],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995352,0.00007277739,0.000023264178,0.0000689638,0.00022911986,0.00007074029],"domain_scores_gemma":[0.99857736,0.00054349954,0.000255036,0.00020407217,0.00033132808,0.00008880614],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004991695,0.0005325051,0.00051453954,0.00046776034,0.0006330187,0.0002659033,0.0009651479,0.00068131427,0.004050239],"category_scores_gemma":[0.0014449877,0.00033720233,0.00026985092,0.0005241872,0.0014078834,0.0005679695,0.00041001945,0.00034246317,0.0004765979],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010770173,0.0008712965,0.0020579381,0.00024322816,0.00001711633,0.00040731864,0.00073216215,0.05440825,0.93030393,0.0013727263,0.0002998567,0.008209189],"study_design_scores_gemma":[0.00016393543,0.0037040117,0.019836478,0.000031512423,0.00005273343,0.00042893385,0.0007426029,0.21739422,0.75536305,0.00058975426,0.0016052572,0.00008742147],"about_ca_topic_score_codex":0.0010969918,"about_ca_topic_score_gemma":0.0014781753,"teacher_disagreement_score":0.004050239,"about_ca_system_score_codex":0.00026977426,"about_ca_system_score_gemma":0.00028342364,"threshold_uncertainty_score":0.013549328},"labels":[],"label_agreement":null},{"id":"W2948618307","doi":"10.1016/j.engstruct.2019.05.082","title":"Efficient modeling of flexural and shear behaviors in reinforced concrete beams and columns subjected to low-velocity impact loading","year":2019,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Response to Dynamic Loads","field":"Engineering","cited_by":88,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"National Key Research and Development Program of China; Hunan Provincial Science and Technology Department; National Natural Science Foundation of China","keywords":"Structural engineering; Flexural strength; Stiffness; Shear (geology); Materials science; Nonlinear system; Spring (device); Finite element method; Kinematics; Engineering; Composite material; Physics","score_opus":0.0033595496399091876,"score_gpt":0.21259294385989166,"score_spread":0.20923339421998247,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2948618307","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88326305,0.000277005,0.102378935,0.0002030446,0.000038062313,0.00006587431,0.00022064238,0.0003640733,0.013189389],"genre_scores_gemma":[0.9921216,0.00009576471,0.005018665,0.000018099052,0.0000062975896,0.000030888696,0.00006954471,0.00005457607,0.0025847154],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987185,0.000023614293,0.0000048057777,0.000018337556,0.000043908112,0.000037580532],"domain_scores_gemma":[0.9996258,0.00019200271,0.00005851749,0.000023831117,0.00006166954,0.000038160106],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002554581,0.00063000113,0.00055534154,0.0005093592,0.0006470877,0.00095782394,0.0010764458,0.0014122273,0.0017437954],"category_scores_gemma":[0.0009635537,0.00062211725,0.00051048654,0.00042014648,0.0008200727,0.00062829343,0.00048404856,0.0005083922,0.0002289568],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000148742765,0.000022971148,0.0004965415,0.00000956481,0.0000041058524,0.000033891574,0.000017596842,0.99624866,0.0017199132,0.00037637487,0.000037862905,0.0010176416],"study_design_scores_gemma":[0.0000011098723,0.0000042196425,0.0001264545,7.114938e-7,9.313763e-7,0.0000024990184,0.0000053288654,0.99954045,0.00024349884,0.000051065344,0.000022634582,0.0000010528543],"about_ca_topic_score_codex":0.026554666,"about_ca_topic_score_gemma":0.022360262,"teacher_disagreement_score":0.026554666,"about_ca_system_score_codex":0.0009099494,"about_ca_system_score_gemma":0.001296542,"threshold_uncertainty_score":0.052800238},"labels":[],"label_agreement":null},{"id":"W2949777197","doi":"10.1016/j.engstruct.2019.109285","title":"Seismic performance assessment of conventional CLT shear wall structures and post-tensioned CLT shear wall structures","year":2019,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":44,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"China Scholarship Council; National Natural Science Foundation of China","keywords":"Aftershock; Seismic hazard; Structural engineering; Residual; Shear wall; Shear (geology); Geology; Seismic analysis; Seismology; Engineering; Geotechnical engineering; Mathematics; Algorithm","score_opus":0.004174062313263684,"score_gpt":0.20840880490753844,"score_spread":0.20423474259427477,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2949777197","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9932848,0.00003161097,0.00428052,0.000013039923,0.000005190352,0.000008012224,0.00008966572,0.000028326647,0.0022587562],"genre_scores_gemma":[0.9984584,0.000019501555,0.00077676435,0.0000023165044,0.0000025138079,0.0000044538747,0.00009653459,0.0000037007112,0.00063582667],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99976295,0.000029584035,0.0000115589755,0.000029039258,0.0001262774,0.00004049868],"domain_scores_gemma":[0.99937135,0.00017482798,0.00009774001,0.000038932532,0.00025818095,0.000059071357],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033603117,0.00045997364,0.00022483786,0.0006997105,0.00018940147,0.0003620324,0.00043923644,0.00049253175,0.001385474],"category_scores_gemma":[0.0008451085,0.00011976429,0.00022155682,0.0005494564,0.00033701144,0.0003574842,0.00037167515,0.00018988445,0.00030625853],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.004921024,0.0008905072,0.060515363,0.000363408,0.00007547304,0.0010047337,0.00051969086,0.3242735,0.5085296,0.0013945141,0.0008276296,0.096684545],"study_design_scores_gemma":[0.00008638863,0.006488092,0.13392463,0.00002786919,0.00008313231,0.00037243744,0.00065056386,0.74165344,0.11531869,0.00032345156,0.0010238345,0.00004745431],"about_ca_topic_score_codex":0.0019942627,"about_ca_topic_score_gemma":0.0027843243,"teacher_disagreement_score":0.0019942627,"about_ca_system_score_codex":0.0003161417,"about_ca_system_score_gemma":0.00026758356,"threshold_uncertainty_score":0.004634917},"labels":[],"label_agreement":null},{"id":"W2951165782","doi":"10.1016/j.engstruct.2019.06.012","title":"Predicting reinforcing bar development length using polynomial chaos expansions","year":2019,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Probabilistic and Robust Engineering Design","field":"Decision Sciences","cited_by":27,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Bar (unit); Rebar; Parametric statistics; Structural engineering; Polynomial chaos; Sensitivity (control systems); Artificial neural network; Polynomial; Test data; Code (set theory); Stress (linguistics); Algorithm; Engineering; Computer science; Mathematics; Artificial intelligence; Statistics; Mathematical analysis; Monte Carlo method","score_opus":0.04196430485576509,"score_gpt":0.2852974106510975,"score_spread":0.2433331057953324,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2951165782","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5987921,0.0002012597,0.39661336,0.00013439351,0.000024636107,0.000024098417,0.0001662621,0.00071447267,0.0033294403],"genre_scores_gemma":[0.9797192,0.00005061461,0.019231247,0.0000067592873,0.0000061139885,0.000008870742,0.000063490275,0.00003889586,0.00087488326],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998994,0.000019252993,0.0000035028218,0.000023997874,0.000041091113,0.000012816957],"domain_scores_gemma":[0.99883145,0.0007147211,0.00016977573,0.000079040656,0.00016034188,0.0000445512],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028792623,0.00032256902,0.00029790078,0.00082677393,0.00022619334,0.0004167626,0.0003617935,0.0005578306,0.0010978214],"category_scores_gemma":[0.0019030493,0.00030027577,0.0002730851,0.00040093216,0.00026425574,0.0006719688,0.00033452822,0.0006033085,0.00035713453],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007819677,0.000045871762,0.006464312,0.00003099922,0.000015666968,0.00006059081,0.000031647516,0.9427242,0.01497622,0.0035881295,0.00035285778,0.03163135],"study_design_scores_gemma":[7.1182e-7,0.000005700539,0.0005809099,8.379518e-7,0.0000014164847,0.000005068245,0.00000142203,0.99773335,0.0012091773,0.0004156387,0.000043537962,0.0000023110965],"about_ca_topic_score_codex":0.0017254287,"about_ca_topic_score_gemma":0.0033336591,"teacher_disagreement_score":0.0017254287,"about_ca_system_score_codex":0.0004887261,"about_ca_system_score_gemma":0.00036262308,"threshold_uncertainty_score":0.0036725998},"labels":[],"label_agreement":null},{"id":"W2952758417","doi":"10.1016/j.engstruct.2019.109288","title":"Analytical and experimental studies on dynamic instability of simply supported rectangular plates with arbitrary concentrated masses","year":2019,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"National Natural Science Foundation of China","keywords":"Instability; Physics; Amplitude; Dissipation; Mechanics; Excitation; Galerkin method; Deflection (physics); Transverse plane; Multiple-scale analysis; Nonlinear system; Classical mechanics; Structural engineering; Optics; Engineering","score_opus":0.004808822163231191,"score_gpt":0.22739416768102463,"score_spread":0.22258534551779344,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2952758417","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99216324,0.00019234224,0.0047320453,0.000048880494,0.000011680646,0.000022080125,0.000052471183,0.000050965817,0.002726317],"genre_scores_gemma":[0.99776745,0.000076271994,0.001179486,0.000006079806,0.0000071506843,0.000014473073,0.000028104158,0.000007040816,0.0009139765],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996681,0.000055605633,0.000011051694,0.000050120652,0.00016056989,0.00005459485],"domain_scores_gemma":[0.9990369,0.00045773687,0.00014478194,0.0000982127,0.00021988295,0.00004245351],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004052393,0.00042204375,0.00029313576,0.00049179146,0.00063158583,0.0002959495,0.00073258084,0.0004990118,0.003045467],"category_scores_gemma":[0.0013133417,0.0002879902,0.0001984457,0.00032632967,0.0010940082,0.0005336557,0.00048818978,0.00034318384,0.00037272225],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00053584937,0.00019895555,0.00094809453,0.00010689137,0.000007413713,0.00018400258,0.0004034575,0.0027117005,0.9879825,0.0010174998,0.0001241134,0.00577948],"study_design_scores_gemma":[0.00011478458,0.001538677,0.010260009,0.000029337849,0.000031384698,0.0004036868,0.00063652004,0.049345702,0.9356125,0.0006727273,0.0013016483,0.00005302756],"about_ca_topic_score_codex":0.0004072298,"about_ca_topic_score_gemma":0.00040572614,"teacher_disagreement_score":0.003045467,"about_ca_system_score_codex":0.0002412498,"about_ca_system_score_gemma":0.0001854829,"threshold_uncertainty_score":0.010188103},"labels":[],"label_agreement":null},{"id":"W2953254044","doi":"10.1016/j.engstruct.2019.109300","title":"Measuring inherent structural damping of structure-TMD systems","year":2019,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Rowan Williams Davies & Irwin (Canada)","funders":"","keywords":"Tuned mass damper; Damping ratio; Structural system; Structural engineering; Tower; Oscillation (cell signaling); Control theory (sociology); Damper; Computer science; Engineering; Physics; Vibration; Acoustics; Chemistry","score_opus":0.0074681555590737055,"score_gpt":0.18183138873898583,"score_spread":0.17436323317991212,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2953254044","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.89836615,0.00006127585,0.09735278,0.00004667676,0.000025915117,0.000035403526,0.0002535685,0.0003268164,0.0035313698],"genre_scores_gemma":[0.9882063,0.00001765101,0.011055569,0.0000099325,0.000004303918,0.000011014836,0.00011514306,0.000018391715,0.000561529],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9995882,0.00005678337,0.000014389118,0.00006495653,0.0002383321,0.000037390935],"domain_scores_gemma":[0.99959916,0.00015260113,0.000054864107,0.00006197159,0.000099708064,0.000031720374],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031083505,0.00035624584,0.00021718752,0.0007360143,0.00022804024,0.00040100978,0.0003807563,0.0004797031,0.002395126],"category_scores_gemma":[0.0011010309,0.00019648967,0.00017700858,0.00041312506,0.00027829775,0.00042608497,0.0005166821,0.00033370894,0.0004684303],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006002919,0.00034414217,0.049562,0.00023792018,0.0000900525,0.000184595,0.00036071497,0.06321509,0.7493563,0.0012400341,0.0006228591,0.13418595],"study_design_scores_gemma":[0.000062668405,0.0009975812,0.1319819,0.00002667708,0.00006816332,0.000501845,0.00022774258,0.60450506,0.25826624,0.00064448995,0.0026681742,0.000049434668],"about_ca_topic_score_codex":0.0005800096,"about_ca_topic_score_gemma":0.000990389,"teacher_disagreement_score":0.002395126,"about_ca_system_score_codex":0.0002673956,"about_ca_system_score_gemma":0.00017775751,"threshold_uncertainty_score":0.008012474},"labels":[],"label_agreement":null},{"id":"W2954973434","doi":"10.1016/j.engstruct.2019.109349","title":"Evaluation of floor vibration caused by human walking in a large glulam beam and deck floor","year":2019,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of New Brunswick; University of Ottawa","funders":"Canadian Natural Resources Limited","keywords":"Deck; Structural engineering; Vibration; Beam (structure); Engineering; Geology; Physics; Acoustics","score_opus":0.0058281180806724845,"score_gpt":0.22722800387433,"score_spread":0.22139988579365752,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2954973434","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99783236,0.000009390115,0.0018155954,0.0000050110766,0.000002891955,0.0000057312345,0.000047658486,0.000018804778,0.0002626294],"genre_scores_gemma":[0.99907947,0.000008477696,0.0006885648,0.0000046944724,0.0000014885455,0.0000042947304,0.000029375537,0.0000023991568,0.00018122226],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999157,0.00001908838,0.0000033643803,0.00001767779,0.000021838361,0.000022341856],"domain_scores_gemma":[0.9998084,0.000072667564,0.0000109689945,0.00001585843,0.000051162453,0.00004106763],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014429977,0.00018454,0.00022064526,0.00031322442,0.00033886716,0.00014306139,0.00014777321,0.00035488466,0.0013852767],"category_scores_gemma":[0.0002621046,0.00010731435,0.00018995815,0.00018084883,0.00021145244,0.00009534461,0.00019296905,0.0001396498,0.00016658114],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002980465,0.00042531246,0.099297576,0.00024341301,0.00009998323,0.0029253438,0.0015858134,0.012135366,0.8346062,0.0002046778,0.00056499714,0.04493084],"study_design_scores_gemma":[0.00006611737,0.0021726624,0.8871055,0.000027994414,0.000109445566,0.0011484771,0.002665408,0.06023058,0.045540046,0.00013856211,0.0007575201,0.00003769942],"about_ca_topic_score_codex":0.0019171058,"about_ca_topic_score_gemma":0.0031493353,"teacher_disagreement_score":0.0019171058,"about_ca_system_score_codex":0.00006901566,"about_ca_system_score_gemma":0.00013444477,"threshold_uncertainty_score":0.0046342015},"labels":[],"label_agreement":null},{"id":"W2958748835","doi":"10.1016/j.engstruct.2019.109353","title":"A probability-based reliability assessment approach of seismic base-isolated bridges in cold regions","year":2019,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure; Université du Québec à Montréal","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada; École de technologie supérieure","keywords":"Structural engineering; Limit state design; Seismic hazard; Reliability (semiconductor); Bridge (graph theory); Incremental Dynamic Analysis; Seismic analysis; Isolator; Engineering; Bending moment; Seismic risk; Base isolation; Seismic loading; Civil engineering","score_opus":0.007501824351087577,"score_gpt":0.20259766787730038,"score_spread":0.19509584352621281,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2958748835","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.10708272,0.0002576991,0.8901337,0.00010461224,0.0000121299145,0.000053582975,0.00012056306,0.00013664334,0.0020983734],"genre_scores_gemma":[0.9588906,0.00020482135,0.039362535,0.000016802293,0.00003412345,0.00006082316,0.00013889589,0.00002586456,0.0012655037],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995041,0.00019540857,0.000029317926,0.00009969535,0.000121663456,0.00004978195],"domain_scores_gemma":[0.99847096,0.000957195,0.00016855486,0.00006248151,0.00028938256,0.000051478204],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001459396,0.00072964624,0.0008129033,0.0020661457,0.000485778,0.0010741476,0.0013680605,0.0008372287,0.0012643925],"category_scores_gemma":[0.0035740584,0.00063907204,0.0008312172,0.0009576223,0.00046179618,0.0008852822,0.000750112,0.0005154047,0.00017952215],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000024303137,0.000017301201,0.001658444,0.000024972653,0.00004087974,0.0000693898,0.0000359574,0.98016423,0.0010589018,0.0028894236,0.00013846185,0.013877714],"study_design_scores_gemma":[8.628975e-7,0.000008156232,0.00056717824,0.0000030251335,0.000009611535,0.000009432914,0.000008193379,0.997846,0.00011178104,0.0013919345,0.00004099887,0.0000029012213],"about_ca_topic_score_codex":0.01196965,"about_ca_topic_score_gemma":0.010080323,"teacher_disagreement_score":0.01196965,"about_ca_system_score_codex":0.00078406796,"about_ca_system_score_gemma":0.00078680285,"threshold_uncertainty_score":0.023799956},"labels":[],"label_agreement":null},{"id":"W2960143769","doi":"10.1016/j.engstruct.2019.109323","title":"Sound transmission through a thick-walled FGM piezo-laminated cylindrical shell filled with and submerged in compressible fluids","year":2019,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Acoustic Wave Phenomena Research","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Piezoelectricity; Shell (structure); Materials science; Boundary value problem; Acoustics; Multiphysics; Sound transmission class; Boundary element method; Acoustic attenuation; Orthotropic material; Mechanics; Compressibility; Finite element method; Attenuation; Structural engineering; Composite material; Physics; Optics; Engineering","score_opus":0.0074253114475010575,"score_gpt":0.21555385249891895,"score_spread":0.2081285410514179,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2960143769","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9937411,0.000048827205,0.0046929535,0.00003428272,0.00001567099,0.0000049430687,0.000046837697,0.00009188927,0.0013235217],"genre_scores_gemma":[0.9965749,0.00003313014,0.0018640896,0.000008369409,0.0000032401947,0.0000041941394,0.00002998573,0.000013464706,0.0014687264],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998944,0.000008853719,0.0000049367263,0.000022863927,0.00004798277,0.000020990085],"domain_scores_gemma":[0.99981636,0.00005838186,0.000047314523,0.000018374121,0.00003569295,0.000023992154],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012664039,0.00027615658,0.00031036363,0.00016874766,0.00027091222,0.00028417364,0.00038395042,0.0004112994,0.0011823412],"category_scores_gemma":[0.00027155175,0.00016528295,0.00023446423,0.0001130887,0.00047284926,0.00036861582,0.0003651788,0.00022369131,0.00015119612],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00030520002,0.000022896988,0.00055483315,0.00006369513,0.0000074017307,0.00034567073,0.0001183762,0.004320351,0.99058074,0.00036528218,0.00007281799,0.0032426233],"study_design_scores_gemma":[0.00006969686,0.0009988871,0.013737947,0.000029351855,0.000042317486,0.00032392814,0.00027140242,0.09240437,0.89072096,0.00024333925,0.0011181718,0.00003957298],"about_ca_topic_score_codex":0.0007775627,"about_ca_topic_score_gemma":0.0005009114,"teacher_disagreement_score":0.0011823412,"about_ca_system_score_codex":0.0001792109,"about_ca_system_score_gemma":0.0002859819,"threshold_uncertainty_score":0.003955364},"labels":[],"label_agreement":null},{"id":"W2965241918","doi":"10.1016/j.engstruct.2019.109451","title":"Effects of ground motion duration on the seismic damage to and collapse capacity of a mid-rise woodframe building","year":2019,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":31,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"China Scholarship Council","keywords":"Earthquake shaking table; Fragility; Duration (music); Structural engineering; Incremental Dynamic Analysis; Ground motion; Shake; Seismic analysis; Intensity (physics); Finite element method; Low-rise; Engineering; Seismology; Geology; Physics; Acoustics","score_opus":0.00330004685538308,"score_gpt":0.17900180777321809,"score_spread":0.17570176091783501,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2965241918","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99956805,0.000019363504,0.00011661272,0.0000037376542,0.0000018549993,7.9942845e-7,0.000030543004,0.000004151728,0.00025486428],"genre_scores_gemma":[0.9997259,0.000007686988,0.00002909745,0.0000017276659,7.28678e-7,5.989119e-7,0.000033638844,0.0000011975743,0.00019950277],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998492,0.000025480895,0.000009245685,0.00002487274,0.000032509324,0.000058529564],"domain_scores_gemma":[0.9986343,0.0008921928,0.0001428013,0.000056219633,0.00010686146,0.00016750838],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033162654,0.00020980307,0.00020741089,0.00032472302,0.00025459635,0.00027434793,0.00019260746,0.00029277685,0.0025974654],"category_scores_gemma":[0.0012867716,0.00013167533,0.00026706874,0.00017124908,0.00032936616,0.00024614742,0.00024397888,0.00029152568,0.0001807368],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.023282383,0.0020907803,0.2951,0.0002804675,0.0003322145,0.0025379625,0.0006255799,0.24313337,0.37318006,0.0006849523,0.0005916013,0.058160584],"study_design_scores_gemma":[0.000057486868,0.007121692,0.82374275,0.000018367005,0.00021818506,0.00065958785,0.00081171986,0.09245471,0.0742072,0.00013468515,0.00052704895,0.000046671732],"about_ca_topic_score_codex":0.0026024277,"about_ca_topic_score_gemma":0.0039966246,"teacher_disagreement_score":0.0026024277,"about_ca_system_score_codex":0.0002649702,"about_ca_system_score_gemma":0.00017318147,"threshold_uncertainty_score":0.008689344},"labels":[],"label_agreement":null},{"id":"W2970823120","doi":"10.1016/j.engstruct.2019.109589","title":"Experimental study on a precast beam-column joint with double grouted splice sleeves","year":2019,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":83,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Hubei Technological Innovation Special Fund; Wuhan University of Technology; Science and Technology Planning Project of Guangdong Province; State Key Laboratory of Solidification Processing; Yellowstone to Yukon Conservation Initiative","keywords":"Precast concrete; Structural engineering; Joint (building); Rebar; Dissipation; Stiffness; Materials science; Deformation (meteorology); Beam (structure); Bearing capacity; Flexural strength; Composite material; Engineering","score_opus":0.009971151391355876,"score_gpt":0.2131494447071005,"score_spread":0.20317829331574463,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2970823120","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99721044,0.000027893017,0.0021615615,0.0000091651555,0.000011850316,0.000019676181,0.00007574462,0.000061527935,0.00042212015],"genre_scores_gemma":[0.9966145,0.000027913376,0.0019209987,0.000005639698,0.0000056155677,0.00001863682,0.00007187797,0.000013056836,0.0013218283],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99935573,0.000089402514,0.000029303708,0.00015671128,0.00021912275,0.0001497453],"domain_scores_gemma":[0.99864167,0.00033351473,0.00018138677,0.00027829522,0.00033954406,0.00022561871],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00068217027,0.000776536,0.0006746362,0.00037012415,0.0009318348,0.00027062645,0.0009380561,0.001217514,0.0035548138],"category_scores_gemma":[0.0008038292,0.00054422545,0.0005519147,0.0003475621,0.0009957616,0.00063343474,0.00054271414,0.00045534302,0.000710964],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009797586,0.0013824961,0.0033339597,0.00013735871,0.000038212027,0.00042073312,0.0004093596,0.009144202,0.98014885,0.00024916252,0.00015443818,0.0036015434],"study_design_scores_gemma":[0.00025066335,0.027812827,0.043590076,0.000032832722,0.00019250027,0.000559149,0.00094328064,0.045977775,0.8782992,0.0001801326,0.0020448845,0.00011675009],"about_ca_topic_score_codex":0.0016437209,"about_ca_topic_score_gemma":0.0020188487,"teacher_disagreement_score":0.0035548138,"about_ca_system_score_codex":0.00024179857,"about_ca_system_score_gemma":0.0005063579,"threshold_uncertainty_score":0.01189208},"labels":[],"label_agreement":null},{"id":"W2977430181","doi":"10.1016/j.engstruct.2019.109714","title":"Seismic collapse assessment of stiffened steel plate shear walls using FEMA P695 methodology","year":2019,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada; Concordia University","keywords":"Structural engineering; Infill; Shear wall; Steel plate shear wall; OpenSees; Ductility (Earth science); Stiffness; Seismic analysis; Incremental Dynamic Analysis; Geotechnical engineering; Shear (geology); Engineering; Materials science; Reinforced concrete; Composite material","score_opus":0.020676928811812233,"score_gpt":0.27426392792727927,"score_spread":0.25358699911546706,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2977430181","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.70301974,0.00015584043,0.2778292,0.00005444983,0.000021902797,0.00009255289,0.00042379356,0.00048466158,0.017917864],"genre_scores_gemma":[0.9769018,0.000057421526,0.020693792,0.000007548857,0.000003786291,0.000039876137,0.00015654885,0.00001893785,0.0021202287],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99986374,0.000030328974,0.0000058059336,0.000014907807,0.000065805565,0.000019350473],"domain_scores_gemma":[0.99987054,0.000034485,0.000018372892,0.0000151581335,0.000052024632,0.000009445502],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027230306,0.00039793891,0.00031726673,0.00066439377,0.00026091206,0.00031922004,0.00035147715,0.0004798714,0.002050358],"category_scores_gemma":[0.0003913271,0.00018154997,0.00036581192,0.00032857206,0.00024817802,0.00019740456,0.00047266402,0.00022845702,0.00034230683],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014006514,0.00014968812,0.0060017887,0.00013471373,0.000041365845,0.00021230565,0.00010724706,0.8395111,0.07745565,0.0026380497,0.0005929298,0.07301511],"study_design_scores_gemma":[0.0000035324817,0.00007777221,0.0037087516,0.000009625955,0.000006265903,0.000027976323,0.00003900516,0.9894162,0.0061782324,0.00020010077,0.00032551534,0.000006964907],"about_ca_topic_score_codex":0.002296786,"about_ca_topic_score_gemma":0.0035090898,"teacher_disagreement_score":0.002296786,"about_ca_system_score_codex":0.00022756372,"about_ca_system_score_gemma":0.00044054058,"threshold_uncertainty_score":0.0068591833},"labels":[],"label_agreement":null},{"id":"W2979007263","doi":"10.1016/j.engstruct.2019.109593","title":"Experimental and analytical study of vibration parameters in waffle concrete slabs","year":2019,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"Coordenação de Aperfeiçoamento de Pessoal de Nível Superior; Government of Canada","keywords":"Vibration; Orthotropic material; Structural engineering; Isotropy; Natural frequency; Slab; Span (engineering); Fundamental frequency; Modal; Engineering; Acoustics; Materials science; Finite element method; Physics","score_opus":0.005776583295934585,"score_gpt":0.21802800934650457,"score_spread":0.21225142605056999,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2979007263","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99687827,0.000030482697,0.0023066585,0.000007156408,0.0000030672084,0.0000056990275,0.000045226658,0.000022343238,0.0007010623],"genre_scores_gemma":[0.9989994,0.000016293661,0.000596706,0.0000014006121,0.000001367319,0.0000039333318,0.000030300733,0.0000041135117,0.00034649635],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99974877,0.00003330254,0.0000065530885,0.000037277336,0.00011731708,0.00005680739],"domain_scores_gemma":[0.99928266,0.00032927722,0.00006699466,0.00008425642,0.0001815662,0.000055310808],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003196232,0.0003342174,0.00026607193,0.00034081755,0.00049476663,0.00014791913,0.00048328508,0.0004583127,0.0023119608],"category_scores_gemma":[0.0007924749,0.00022598963,0.0002008304,0.00026121223,0.00068132783,0.00027429825,0.0002552336,0.00037458024,0.00023835461],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000506626,0.00023011757,0.0019747436,0.000046736826,0.0000076785045,0.00007177601,0.00027621168,0.0039464203,0.98726314,0.00030653755,0.00006828495,0.0053017773],"study_design_scores_gemma":[0.00011126773,0.0024815232,0.05523536,0.000017821998,0.000037730246,0.00028409172,0.0005766477,0.053503573,0.88626415,0.00027417645,0.0011682033,0.00004551397],"about_ca_topic_score_codex":0.0013414735,"about_ca_topic_score_gemma":0.0016448114,"teacher_disagreement_score":0.0023119608,"about_ca_system_score_codex":0.00023846643,"about_ca_system_score_gemma":0.00020932012,"threshold_uncertainty_score":0.0077342987},"labels":[],"label_agreement":null},{"id":"W2981867916","doi":"10.1016/j.engstruct.2019.109813","title":"Cable force optimization of a curved cable-stayed bridge with combined simulated annealing method and cubic B-Spline interpolation curves","year":2019,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":55,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"China Scholarship Council; University of British Columbia; National Natural Science Foundation of China","keywords":"Simulated annealing; Interpolation (computer graphics); Spline interpolation; Deck; Structural engineering; Spline (mechanical); Engineering; Mathematics; Mathematical optimization; Bilinear interpolation; Mechanical engineering","score_opus":0.004529348776332757,"score_gpt":0.21229286662996497,"score_spread":0.2077635178536322,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2981867916","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.28579643,0.0002755736,0.70083857,0.00019329207,0.000071404604,0.00006554398,0.00012997501,0.00033491428,0.0122942515],"genre_scores_gemma":[0.9016931,0.000092051254,0.0930704,0.000037506547,0.000016916267,0.00011017156,0.00014720006,0.0001148563,0.0047177123],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998672,0.000034120458,0.0000046705477,0.00003168237,0.0000369061,0.00002535032],"domain_scores_gemma":[0.99973136,0.00012591938,0.000024379247,0.000020931975,0.000069967085,0.000027431559],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039382422,0.0004890279,0.00075105974,0.00054156466,0.000535314,0.00043333255,0.00070691644,0.0013337033,0.0025022083],"category_scores_gemma":[0.00060468056,0.00044028676,0.0007430094,0.00057286944,0.00047758198,0.00038212558,0.00048367935,0.00045403797,0.00022456727],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000029015711,0.00002579476,0.0003518257,0.000025112562,0.000013344866,0.00004688719,0.000026533158,0.9896209,0.0031058018,0.0017298419,0.00020664648,0.0048182774],"study_design_scores_gemma":[0.0000030345905,0.0000105627505,0.00007999143,0.0000012688865,0.00000201765,0.0000037009854,0.000004952059,0.9994288,0.0002298439,0.00014443732,0.000089284564,0.000002090921],"about_ca_topic_score_codex":0.008933091,"about_ca_topic_score_gemma":0.009368039,"teacher_disagreement_score":0.008933091,"about_ca_system_score_codex":0.0006035897,"about_ca_system_score_gemma":0.0011803376,"threshold_uncertainty_score":0.017762184},"labels":[],"label_agreement":null},{"id":"W2981912739","doi":"10.1016/j.engstruct.2019.109795","title":"Shear strengthening of hybrid externally-bonded mechanically-fastened concrete beams using short CFRP strips: Experiments and theoretical evaluation","year":2019,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke; Queen's University","funders":"Fonds de recherche du Québec – Nature et technologies","keywords":"Structural engineering; Shear (geology); STRIPS; Materials science; Composite material; Engineering","score_opus":0.011921342708165436,"score_gpt":0.2510972983243834,"score_spread":0.23917595561621793,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2981912739","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99663347,0.00012917309,0.00252113,0.00001236734,0.000008431791,0.000008550821,0.000025820233,0.000031065145,0.0006299724],"genre_scores_gemma":[0.99813485,0.000062463696,0.0013663026,0.0000046056502,0.0000022836832,0.0000056720737,0.00001593536,0.000005029561,0.00040271884],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99974924,0.00004846052,0.00001087606,0.000041947325,0.00010784379,0.000041621523],"domain_scores_gemma":[0.99950206,0.00016115312,0.00010318906,0.00007362952,0.000111588226,0.000048286314],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048654794,0.0005511693,0.00038167814,0.00044720137,0.00030512892,0.00018981294,0.0005811116,0.0005126919,0.0014438591],"category_scores_gemma":[0.0006910313,0.0003085898,0.00029986238,0.00031627432,0.0005684442,0.0003893757,0.00036351988,0.00030034274,0.00016780867],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00080855953,0.00016715926,0.0013122751,0.00012038503,0.000028405948,0.000083153376,0.0001627148,0.01744319,0.97298425,0.00042762904,0.00008769605,0.0063746017],"study_design_scores_gemma":[0.00010490006,0.002829806,0.011430593,0.0000452697,0.000104070925,0.00010825194,0.0001370227,0.069630824,0.9146224,0.00019237137,0.0007698697,0.000024510839],"about_ca_topic_score_codex":0.0008562204,"about_ca_topic_score_gemma":0.0014076995,"teacher_disagreement_score":0.0014438591,"about_ca_system_score_codex":0.00020112417,"about_ca_system_score_gemma":0.00022901117,"threshold_uncertainty_score":0.0048301816},"labels":[],"label_agreement":null},{"id":"W2990552475","doi":"10.1016/j.engstruct.2019.109889","title":"Composite Action Assessment of Concrete-Filled FRP Tubes Subjected to Flexural Cyclic Load","year":2019,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Fibre-reinforced plastic; Structural engineering; Materials science; Flexural strength; Composite material; Composite number; Stiffness; Tube (container); Bond strength; Core (optical fiber); Strain gauge; Engineering; Adhesive; Layer (electronics)","score_opus":0.00763700071312878,"score_gpt":0.24953925177260777,"score_spread":0.241902251059479,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2990552475","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9958696,0.00005742784,0.002453577,0.000009168286,0.0000077484265,0.000014707689,0.000059278886,0.0000320849,0.0014964569],"genre_scores_gemma":[0.9984261,0.00003911876,0.0004867371,0.000004016667,0.0000022104641,0.000006790992,0.000037061633,0.0000065400322,0.0009914102],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996793,0.000036219033,0.0000119466395,0.000045027366,0.00018215939,0.0000453045],"domain_scores_gemma":[0.99953604,0.00013911938,0.00006497253,0.00002824622,0.00016987765,0.000061726845],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035636674,0.0003829127,0.00034673788,0.00068448344,0.00036250387,0.0003044684,0.00042544593,0.0007839134,0.0019541783],"category_scores_gemma":[0.00063026807,0.00018994276,0.00035766675,0.00030998155,0.00050939264,0.00025608455,0.0003221446,0.00033396037,0.00025123806],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013439506,0.00015475712,0.0041220854,0.00011388504,0.000019488898,0.00058954547,0.0003529719,0.036139324,0.9456444,0.00032628226,0.00013515996,0.011058127],"study_design_scores_gemma":[0.000029460723,0.001941085,0.10382709,0.000027087248,0.00008862614,0.0003221134,0.00045366457,0.29411006,0.5978907,0.00022798346,0.001027775,0.0000545142],"about_ca_topic_score_codex":0.0029507116,"about_ca_topic_score_gemma":0.0040529366,"teacher_disagreement_score":0.0029507116,"about_ca_system_score_codex":0.00034401193,"about_ca_system_score_gemma":0.0003233628,"threshold_uncertainty_score":0.006537318},"labels":[],"label_agreement":null},{"id":"W2991712525","doi":"10.1016/j.engstruct.2019.109978","title":"Lateral cyclic behavior of interior two-way concrete slab–column connections reinforced with GFRP bars","year":2019,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Natural Sciences and Engineering Research Council of Canada; Université de Sherbrooke","funders":"","keywords":"Slab; Fibre-reinforced plastic; Materials science; Structural engineering; Reinforcement; Ductility (Earth science); Shear (geology); Composite material; Shear strength (soil); Flexural strength; Stiffness; Punching; Deformation (meteorology); Geology; Engineering; Creep","score_opus":0.004306531807594388,"score_gpt":0.20203689564349472,"score_spread":0.19773036383590034,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2991712525","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985292,0.000010703313,0.00042653905,0.0000048550264,0.0000018471588,0.0000012773487,0.000022588234,0.000025311932,0.0009776443],"genre_scores_gemma":[0.9995012,0.0000053396952,0.0001000386,0.0000012458983,5.1336383e-7,0.0000010899789,0.000024375146,0.00000379449,0.00036240532],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99992967,0.000009189788,0.0000022518802,0.0000151429485,0.000022866281,0.00002089675],"domain_scores_gemma":[0.9996723,0.00006660852,0.00006544552,0.000024321866,0.00010224207,0.00006916283],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000083780054,0.00014580306,0.00010170206,0.0004129018,0.00021495578,0.00017642135,0.00023330619,0.00021971526,0.0024919854],"category_scores_gemma":[0.00038331535,0.00012041288,0.00012531302,0.00021514072,0.00041183925,0.00016163762,0.00018879096,0.00016529273,0.00020582718],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007909452,0.00032183272,0.025494728,0.00012398555,0.00004371483,0.00076249003,0.0007578796,0.2515891,0.6932895,0.0030894808,0.0010528616,0.022683589],"study_design_scores_gemma":[0.00001799045,0.0006675597,0.08392643,0.000027486421,0.000040035324,0.00015802312,0.0004680021,0.8132062,0.09997935,0.00053674466,0.0009310751,0.00004113769],"about_ca_topic_score_codex":0.0034623127,"about_ca_topic_score_gemma":0.005263226,"teacher_disagreement_score":0.0034623127,"about_ca_system_score_codex":0.00027506347,"about_ca_system_score_gemma":0.00021945816,"threshold_uncertainty_score":0.008336484},"labels":[],"label_agreement":null},{"id":"W2997022468","doi":"10.1016/j.engstruct.2019.110124","title":"Shake table tests of highway bridges installed with unbonded steel mesh reinforced rubber bearings","year":2020,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"National Natural Science Foundation of China-Yunnan Joint Fund; Chinese Government Scholarship; China Scholarship Council; Ministry of Science and Technology of the People's Republic of China; National Natural Science Foundation of China","keywords":"Structural engineering; Earthquake shaking table; Natural rubber; Engineering; Shake; Forensic engineering; Materials science; Composite material; Mechanical engineering","score_opus":0.007744161461411716,"score_gpt":0.18921045375172035,"score_spread":0.18146629229030864,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2997022468","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991352,0.000024439109,0.00024161607,0.000007302529,0.000010085778,0.0000058816354,0.000091528265,0.000026083439,0.00045782642],"genre_scores_gemma":[0.99747187,0.000035602498,0.00017323354,0.000008623441,0.0000032883636,0.0000065901722,0.0001786121,0.000010916677,0.0021112466],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995024,0.00005505003,0.000029610388,0.00008185271,0.00019430723,0.00013661562],"domain_scores_gemma":[0.9981363,0.000854043,0.00014552602,0.00015544677,0.00045507058,0.0002535776],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006012036,0.00048247544,0.000589245,0.00092611834,0.0006746488,0.0004000064,0.00064349174,0.0010527105,0.006952925],"category_scores_gemma":[0.0019043302,0.00053320243,0.0006240666,0.0004022541,0.0006871036,0.0005660623,0.00040773422,0.0005506898,0.00087793986],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.009011388,0.00089167827,0.016035859,0.00019954919,0.00011507278,0.0009376457,0.0019308379,0.019492323,0.93689054,0.00047950124,0.000615596,0.013399937],"study_design_scores_gemma":[0.00029997385,0.0137294205,0.20321415,0.000044548666,0.00016652282,0.00037360057,0.001636839,0.03179822,0.7471272,0.00023453512,0.0012789299,0.0000961069],"about_ca_topic_score_codex":0.0065709446,"about_ca_topic_score_gemma":0.011214515,"teacher_disagreement_score":0.006952925,"about_ca_system_score_codex":0.00054810266,"about_ca_system_score_gemma":0.00061450386,"threshold_uncertainty_score":0.023259819},"labels":[],"label_agreement":null},{"id":"W2998797622","doi":"10.1016/j.engstruct.2019.110128","title":"Heat-activated prestressing of NiTiNb shape memory alloy wires","year":2020,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Shape Memory Alloy Transformations","field":"Materials Science","cited_by":39,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Queen's University; Queen's University Belfast","keywords":"Shape-memory alloy; SMA*; Materials science; Composite material; Strain (injury); Transformation (genetics); Stress (linguistics); Structural engineering; Computer science; Engineering","score_opus":0.014433645298661356,"score_gpt":0.21941906966731187,"score_spread":0.2049854243686505,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2998797622","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98962325,0.0002826434,0.0012236405,0.00005892292,0.000038924954,0.000010952044,0.000068361296,0.000086583575,0.008606715],"genre_scores_gemma":[0.99466395,0.00006784958,0.00046193894,0.00001101456,0.0000036933302,0.000005367884,0.000050600633,0.000027318554,0.0047082263],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999192,0.0000058049714,0.000002701785,0.000012501461,0.000031953874,0.00002780867],"domain_scores_gemma":[0.9999417,0.000011012576,0.000013855704,0.000014020862,0.0000131429615,0.000006268891],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006351698,0.0001926444,0.00018487108,0.00017085976,0.0002643563,0.00023181479,0.00028910793,0.00021374301,0.0031774489],"category_scores_gemma":[0.00021132345,0.00013457045,0.00011345313,0.00016478082,0.00021998482,0.00022775996,0.00016362689,0.00025304247,0.0004269211],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017101962,0.000020599738,0.00021359012,0.000068197616,0.000006725345,0.00010632632,0.00014824954,0.0011217105,0.99053943,0.0009268575,0.00028936635,0.006387953],"study_design_scores_gemma":[0.0000065530553,0.0001225734,0.0017693732,0.0000041581043,0.0000036207775,0.000027842027,0.000057792055,0.0025062244,0.9934794,0.00012963393,0.0018876112,0.0000053276776],"about_ca_topic_score_codex":0.00090668927,"about_ca_topic_score_gemma":0.0028260937,"teacher_disagreement_score":0.0031774489,"about_ca_system_score_codex":0.00037657612,"about_ca_system_score_gemma":0.00016909621,"threshold_uncertainty_score":0.010629594},"labels":[],"label_agreement":null},{"id":"W3002376903","doi":"10.1016/j.engstruct.2020.110215","title":"Stiffness prediction of Mass Timber Panel-Concrete (MTPC) composite connection with inclined screws and a gap","year":2020,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":34,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada; University of Alberta","keywords":"Stiffness; Structural engineering; Embedment; Serviceability (structure); Fastener; Deflection (physics); Dowel; Slab; Materials science; Vibration; Flexural rigidity; Bending stiffness; Engineering","score_opus":0.01710288427804987,"score_gpt":0.17525377716500992,"score_spread":0.15815089288696005,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3002376903","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9948236,0.000030492483,0.004277915,0.0000053192084,0.0000057698508,0.000003815883,0.000033482447,0.0000606416,0.00075898756],"genre_scores_gemma":[0.99910223,0.00000978244,0.00054335024,7.3538666e-7,6.8464954e-7,0.0000014644687,0.000015496316,0.00000366759,0.0003227073],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99983954,0.000026753503,0.000005055753,0.00004095193,0.00006227902,0.000025371968],"domain_scores_gemma":[0.9994148,0.00030897788,0.0000782892,0.00003931143,0.00011327162,0.000045331188],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028710498,0.0004735398,0.00021745753,0.0005016606,0.00030110026,0.0002458118,0.00037822698,0.00066487456,0.0018742783],"category_scores_gemma":[0.0005315626,0.00028118296,0.00035339632,0.0004199955,0.00031096546,0.0002469909,0.00022346196,0.0002754823,0.000426845],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0025627231,0.00044765137,0.031114114,0.000210105,0.00003699188,0.00047030218,0.00024096608,0.3768598,0.5509852,0.00062066334,0.0004824182,0.035969026],"study_design_scores_gemma":[0.00002414299,0.0010122518,0.05161007,0.000010561453,0.000056989957,0.00009011297,0.000140134,0.8231536,0.123443976,0.000097914985,0.00032878504,0.00003143064],"about_ca_topic_score_codex":0.0029420939,"about_ca_topic_score_gemma":0.0058616498,"teacher_disagreement_score":0.0029420939,"about_ca_system_score_codex":0.00024563656,"about_ca_system_score_gemma":0.00023687791,"threshold_uncertainty_score":0.006270051},"labels":[],"label_agreement":null},{"id":"W3003925050","doi":"10.1016/j.engstruct.2020.110247","title":"A novel UHPFRC-based protective structure for bridge columns against vehicle collisions: Experiment, simulation, and optimization","year":2020,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Response to Dynamic Loads","field":"Engineering","cited_by":77,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"National Key Research and Development Program of China; Science and Technology Department of Guangxi Zhuang Autonomous; Hunan Provincial Science and Technology Department; National Natural Science Foundation of China","keywords":"Structural engineering; Hammer; Dissipation; Materials science; Drop (telecommunication); Composite number; Impact energy; Impact; Finite element method; Composite material; Engineering; Mechanical engineering","score_opus":0.014119917384244155,"score_gpt":0.24381236959623576,"score_spread":0.2296924522119916,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3003925050","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8248331,0.00043240664,0.15934634,0.00027473332,0.00011640187,0.00009397222,0.00028701543,0.0009787532,0.013637243],"genre_scores_gemma":[0.97804,0.00007723057,0.020416142,0.000025153593,0.0000056351687,0.000023743258,0.00007567832,0.000014748234,0.0013216715],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998901,0.000011240889,0.0000021538115,0.000018348961,0.00005443466,0.000023660215],"domain_scores_gemma":[0.99983025,0.000023893252,0.000029149176,0.000029526127,0.000060521772,0.00002660383],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000144689,0.00037258014,0.00038498236,0.00029090568,0.00035857438,0.00034808487,0.0009363341,0.0007809082,0.0022570752],"category_scores_gemma":[0.00024174302,0.00019085701,0.00027474973,0.00020485235,0.000333631,0.00038763406,0.00021842858,0.0002757133,0.00040843035],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004905993,0.0004205043,0.0035531647,0.00026223552,0.00006836583,0.00035739443,0.000099836354,0.77510995,0.16020706,0.0024325172,0.0019987286,0.05499965],"study_design_scores_gemma":[0.000076808334,0.0008486071,0.002592557,0.000014074787,0.000053110045,0.000122059064,0.000053219614,0.9735781,0.020769227,0.00017250705,0.0016980277,0.000021636086],"about_ca_topic_score_codex":0.0030568647,"about_ca_topic_score_gemma":0.0036326956,"teacher_disagreement_score":0.0030568647,"about_ca_system_score_codex":0.00048070875,"about_ca_system_score_gemma":0.00064114016,"threshold_uncertainty_score":0.007550657},"labels":[],"label_agreement":null},{"id":"W3004307160","doi":"10.1016/j.engstruct.2020.110213","title":"Parameterized fragility models for multi-bridge classes subjected to hurricane loads","year":2020,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":55,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"National Science Foundation","keywords":"Fragility; Structural engineering; Bridge (graph theory); Engineering; Girder; Vulnerability assessment; Psychological resilience","score_opus":0.033684965394913356,"score_gpt":0.2506678492015485,"score_spread":0.21698288380663514,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3004307160","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.80320555,0.00035961688,0.1731641,0.0004603313,0.000039895134,0.000072449606,0.0011729585,0.0003317084,0.021193417],"genre_scores_gemma":[0.99355376,0.00010748102,0.00175656,0.00001836864,0.000009771443,0.00003658943,0.00023988972,0.00004239489,0.0042351517],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998091,0.000043489337,0.00000825412,0.00003623185,0.00003444252,0.000068578505],"domain_scores_gemma":[0.9994074,0.00027324134,0.0001544039,0.00004507053,0.00007639736,0.000043483353],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000470966,0.00081374956,0.00083399133,0.0010921109,0.0004893997,0.0010673318,0.001648177,0.0017807533,0.0041901893],"category_scores_gemma":[0.0013986556,0.0006415222,0.0011076359,0.00078437664,0.0009637484,0.0011073222,0.00076385256,0.0008617785,0.00037987783],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000006858261,0.000008884208,0.00022483886,0.0000035427008,0.0000044806748,0.000016997426,0.0000126468185,0.99755776,0.0002028418,0.0013535541,0.00006444169,0.00054313545],"study_design_scores_gemma":[0.0000010222701,0.0000032424316,0.00017697066,0.0000013757748,0.0000020850032,0.0000034154693,0.0000063623306,0.99915814,0.000034763347,0.0005801372,0.00003064641,0.0000018396651],"about_ca_topic_score_codex":0.02165556,"about_ca_topic_score_gemma":0.016895918,"teacher_disagreement_score":0.02165556,"about_ca_system_score_codex":0.0016152574,"about_ca_system_score_gemma":0.00079521595,"threshold_uncertainty_score":0.04305899},"labels":[],"label_agreement":null},{"id":"W3010275981","doi":"10.1016/j.engstruct.2020.110424","title":"Development and validation test of a novel Self-centering Energy-absorbing Dual Rocking Core (SEDRC) system for seismic resilience","year":2020,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":75,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"National Natural Science Foundation of China","keywords":"Structural engineering; Dissipation; Resilience (materials science); Stiffness; Damper; Core (optical fiber); Energy (signal processing); Engineering; Materials science; Physics; Composite material","score_opus":0.01226971447562504,"score_gpt":0.19741002106387293,"score_spread":0.18514030658824787,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3010275981","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.77439857,0.000118973636,0.21356836,0.00017427454,0.00013024086,0.0003473752,0.00032157116,0.002504012,0.00843665],"genre_scores_gemma":[0.951707,0.000042820928,0.044063803,0.00004878332,0.0000073904744,0.00010641974,0.00022885586,0.000057972302,0.0037370245],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996965,0.000036797293,0.000013184286,0.000053135765,0.00016001175,0.000040326722],"domain_scores_gemma":[0.9995059,0.000048193244,0.0000577869,0.00008813014,0.00022213165,0.00007794558],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00055988197,0.0004133248,0.0003584185,0.00044271638,0.00032724874,0.00032927006,0.0010985971,0.00044918802,0.0028552425],"category_scores_gemma":[0.00061019964,0.00015191609,0.00022967612,0.0001699774,0.000354815,0.000646499,0.0006316247,0.00029841476,0.0006825182],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010382761,0.00090675766,0.008229345,0.0004300037,0.000093741975,0.00036698917,0.0003438921,0.08800291,0.74593306,0.0037372787,0.0037416152,0.14717618],"study_design_scores_gemma":[0.00022225645,0.004570091,0.0153355645,0.000047809444,0.00014811853,0.00031147056,0.00021998804,0.58840966,0.37586302,0.00074787624,0.014038811,0.000085354324],"about_ca_topic_score_codex":0.0015712304,"about_ca_topic_score_gemma":0.0018179087,"teacher_disagreement_score":0.0028552425,"about_ca_system_score_codex":0.00040354196,"about_ca_system_score_gemma":0.0008009982,"threshold_uncertainty_score":0.009551704},"labels":[],"label_agreement":null},{"id":"W3010769564","doi":"10.1016/j.engstruct.2020.110504","title":"Parametric 3D finite element analysis of FRCM-confined RC columns under eccentric loading","year":2020,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":43,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Structural engineering; Materials science; Eccentricity (behavior); Parametric statistics; Finite element method; Fibre-reinforced plastic; Buckling; Flexural strength; Composite material; Composite number; Aspect ratio (aeronautics); Mathematics; Engineering","score_opus":0.011144342183189188,"score_gpt":0.21351744468349498,"score_spread":0.2023731025003058,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3010769564","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9502544,0.00013099871,0.029430682,0.00013352193,0.00002309133,0.000033241336,0.00036319954,0.00035501074,0.01927577],"genre_scores_gemma":[0.99607396,0.00003115433,0.0021477155,0.000014917849,0.0000031289317,0.000014131777,0.00006507582,0.000031880547,0.0016180807],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998186,0.000030799525,0.000005944936,0.000025245228,0.00007490066,0.00004451021],"domain_scores_gemma":[0.9995815,0.00020531134,0.0000620734,0.000053269025,0.00006476396,0.000033001506],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019629247,0.000411016,0.00053878746,0.0005334591,0.00038888695,0.00059990113,0.0010081072,0.0013707973,0.004012507],"category_scores_gemma":[0.0007674847,0.0004213485,0.00049061293,0.00046109484,0.0008647368,0.00039782605,0.0005514743,0.00040657292,0.00038891088],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008090873,0.00005193594,0.0008839792,0.00004087137,0.000010910591,0.00017506411,0.000098169476,0.98322785,0.010884154,0.00092231506,0.00024255874,0.0033811978],"study_design_scores_gemma":[0.0000044643994,0.000025158475,0.0012394051,0.0000052868922,0.0000035815028,0.00002681804,0.000044702083,0.9969093,0.0014355285,0.00010614806,0.00019011735,0.00000946053],"about_ca_topic_score_codex":0.007076288,"about_ca_topic_score_gemma":0.006849199,"teacher_disagreement_score":0.007076288,"about_ca_system_score_codex":0.00047831575,"about_ca_system_score_gemma":0.00053637096,"threshold_uncertainty_score":0.014070213},"labels":[],"label_agreement":null},{"id":"W3010892983","doi":"10.1016/j.engstruct.2020.110466","title":"Modelling of mechano-electrochemical interaction at overlapped corrosion defects and the implication on pipeline failure prediction","year":2020,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Integrity and Reliability Analysis","field":"Engineering","cited_by":43,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"China Scholarship Council; University of Calgary","keywords":"Corrosion; Materials science; Stress (linguistics); Coupling (piping); Pipeline transport; Service life; Structural engineering; Finite element method; Electrochemistry; Metallurgy; Stress concentration; Composite material; Fracture mechanics; Engineering; Electrode; Chemistry; Mechanical engineering","score_opus":0.007729609001388688,"score_gpt":0.19090738182201247,"score_spread":0.18317777282062378,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3010892983","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6037114,0.0011070201,0.37814844,0.0004214731,0.00011685125,0.00007163788,0.0003499013,0.00048251258,0.015590763],"genre_scores_gemma":[0.9936213,0.00018008049,0.003749971,0.00001209795,0.000007795953,0.0000143082725,0.00004493892,0.000017135739,0.0023523811],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998816,0.000019468007,0.000005615267,0.000028716888,0.00003637241,0.000028233144],"domain_scores_gemma":[0.99970907,0.00012793837,0.00005063737,0.000026055744,0.000068421985,0.000017891565],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021929649,0.00051155064,0.0005069867,0.00038417906,0.0002194521,0.00073554553,0.0010408281,0.0015214303,0.0018573843],"category_scores_gemma":[0.0009888734,0.0003264196,0.0004193064,0.00037798405,0.00055411697,0.00076597085,0.00035099647,0.00041263364,0.00027465544],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000372966,0.000035080477,0.00082743756,0.000030234485,0.000008539813,0.000094302326,0.000018048257,0.9867591,0.007197546,0.0017021965,0.0001050141,0.0031851118],"study_design_scores_gemma":[0.0000017412871,0.0000107739625,0.0002694899,0.0000011533201,0.0000020902419,0.000011093153,0.0000038374,0.9984688,0.0008053853,0.00035957762,0.0000634353,0.0000025829263],"about_ca_topic_score_codex":0.0060574845,"about_ca_topic_score_gemma":0.0032724503,"teacher_disagreement_score":0.0060574845,"about_ca_system_score_codex":0.00036140296,"about_ca_system_score_gemma":0.0005280866,"threshold_uncertainty_score":0.01204443},"labels":[],"label_agreement":null},{"id":"W3018431647","doi":"10.1016/j.engstruct.2020.110685","title":"Development of a novel approach for strain demand prediction of pipes at fault crossings on the basis of multi-layer neural network driven by strain data","year":2020,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":29,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Science Foundation of China University of Petroleum, Beijing; China University of Petroleum, Beijing","keywords":"Pipeline transport; Artificial neural network; Python (programming language); Structural engineering; Finite element method; MATLAB; Engineering; Pipeline (software); Fault (geology); Computer science; Mechanical engineering; Geology; Artificial intelligence","score_opus":0.04055331357151076,"score_gpt":0.2325725910528686,"score_spread":0.19201927748135783,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3018431647","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.020420007,0.00022267719,0.9773875,0.00010965945,0.00006004316,0.000032210624,0.000089050365,0.0006173838,0.0010614842],"genre_scores_gemma":[0.74607587,0.00037264498,0.2481878,0.00013405639,0.00011165231,0.00018106496,0.00045995702,0.00007206657,0.0044050007],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99986756,0.000015405989,0.0000092676155,0.000049719478,0.00003532784,0.000022678621],"domain_scores_gemma":[0.9998054,0.000057733756,0.000021966953,0.000014698405,0.000084099345,0.000016154283],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030259206,0.0007647,0.00064074737,0.00048234648,0.00026888298,0.00049353915,0.0011667024,0.0008068709,0.0013268049],"category_scores_gemma":[0.00052383513,0.00043055648,0.0005377019,0.00044348236,0.00019958083,0.0007178413,0.0006198514,0.0008870207,0.00034441048],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008661266,0.00013049752,0.0021230963,0.00007946508,0.00012643139,0.00015751518,0.000042184714,0.80306476,0.01522667,0.0023086676,0.001288148,0.17536601],"study_design_scores_gemma":[0.0000011991991,0.000005339009,0.00009255731,0.0000010427589,0.0000030005476,0.0000040324217,0.0000013997533,0.99926704,0.00037577774,0.00017931295,0.00006770811,0.0000015246577],"about_ca_topic_score_codex":0.010399786,"about_ca_topic_score_gemma":0.01267333,"teacher_disagreement_score":0.010399786,"about_ca_system_score_codex":0.00040763122,"about_ca_system_score_gemma":0.00077770196,"threshold_uncertainty_score":0.02067852},"labels":[],"label_agreement":null},{"id":"W3022087489","doi":"10.1016/j.engstruct.2020.110443","title":"Behaviour of circular SMA-confined reinforced concrete columns subjected to eccentric loading","year":2020,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada; University of Calgary","keywords":"SMA*; Materials science; Shape-memory alloy; Ductility (Earth science); Eccentricity (behavior); Structural engineering; Reinforced concrete; Composite material; Concentric; Nickel titanium; Stress (linguistics); Engineering; Computer science; Geometry","score_opus":0.008275247574567742,"score_gpt":0.19931664028734614,"score_spread":0.1910413927127784,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3022087489","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99880326,0.000027962546,0.00025417187,0.000014767766,0.0000038459707,0.0000029403832,0.0000575087,0.0000234018,0.0008122028],"genre_scores_gemma":[0.99876225,0.000021009793,0.0000916492,0.000006490258,0.0000011695724,0.000002524376,0.00006165012,0.000007863825,0.0010453892],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998722,0.000014672329,0.000005271109,0.000025501973,0.0000373771,0.000044928467],"domain_scores_gemma":[0.9995383,0.00017305785,0.00006180916,0.00003706981,0.00008607359,0.00010372579],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016016464,0.00020673308,0.00033970963,0.00033737792,0.0003813875,0.00030145986,0.00036129286,0.00055757124,0.004142115],"category_scores_gemma":[0.0006278402,0.00020161628,0.00020305818,0.0002184819,0.0007416292,0.00021553022,0.00036981257,0.00037264868,0.0004879894],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002305156,0.00032781938,0.006643498,0.00014076018,0.00003643999,0.0015534427,0.0007483825,0.06771646,0.91250557,0.00042889843,0.0005113688,0.0070822597],"study_design_scores_gemma":[0.00007883861,0.0031893258,0.1631256,0.00009446289,0.000080488,0.0006115317,0.0018012931,0.3969365,0.43183157,0.0002886295,0.0018662042,0.00009547792],"about_ca_topic_score_codex":0.0050721047,"about_ca_topic_score_gemma":0.0051646703,"teacher_disagreement_score":0.0050721047,"about_ca_system_score_codex":0.00028435822,"about_ca_system_score_gemma":0.00029746714,"threshold_uncertainty_score":0.013856709},"labels":[],"label_agreement":null},{"id":"W3025267406","doi":"10.1016/j.engstruct.2020.110746","title":"Factors affecting bond between precast concrete and cast in place ultra high performance concrete (UHPC)","year":2020,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":105,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"","keywords":"Precast concrete; Materials science; Bond strength; Composite material; Direct shear test; Cohesion (chemistry); Curing (chemistry); Aggregate (composite); Ultimate tensile strength; Structural engineering; Adhesive; Shear (geology); Engineering","score_opus":0.015036381639490597,"score_gpt":0.2035430264515693,"score_spread":0.1885066448120787,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3025267406","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991916,0.00007045552,0.00009463294,0.000010084,0.0000027375297,0.000011724672,0.00004938979,0.000003195958,0.00056624215],"genre_scores_gemma":[0.9990707,0.0000535652,0.00009365094,0.0000095172945,0.0000024424774,0.000005528871,0.00009130963,0.0000029610005,0.00067034],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994199,0.00013632467,0.000038549293,0.00010479084,0.00015394358,0.00014648226],"domain_scores_gemma":[0.99711776,0.0013182164,0.0006114666,0.00010162817,0.00047138022,0.00037956194],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00069894176,0.00029702025,0.00028338228,0.0006268101,0.0005621642,0.0008460238,0.00032394784,0.0005232667,0.0047592903],"category_scores_gemma":[0.0030084737,0.00028072865,0.0002721297,0.00071747473,0.00072115444,0.0003779536,0.0002384701,0.0006010575,0.00060470245],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0066371416,0.001324977,0.61257917,0.0001714423,0.00020305564,0.0013068746,0.0016560493,0.0015038634,0.36245996,0.00071907614,0.00040912532,0.011029322],"study_design_scores_gemma":[0.00002066285,0.0017489871,0.9449365,0.000017483899,0.00014149181,0.0005988481,0.002025263,0.0010042625,0.048128977,0.00018104138,0.0011758717,0.000020538802],"about_ca_topic_score_codex":0.00854614,"about_ca_topic_score_gemma":0.0114561645,"teacher_disagreement_score":0.00854614,"about_ca_system_score_codex":0.00060133624,"about_ca_system_score_gemma":0.00088556734,"threshold_uncertainty_score":0.016992807},"labels":[],"label_agreement":null},{"id":"W3030607724","doi":"10.1016/j.engstruct.2020.110819","title":"The flexural behavior of cold-formed steel composite beams","year":2020,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Chongqing University; National Natural Science Foundation of China","keywords":"Flexural strength; Materials science; Cold-formed steel; Composite material; Structural engineering; Composite number; Slab; Shear (geology); Deck; Joist; Epoxy; Cold forming; Failure mode and effects analysis; Buckling; Engineering","score_opus":0.00700517399970243,"score_gpt":0.20035519114440536,"score_spread":0.19335001714470293,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3030607724","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99454886,0.000058882193,0.002549636,0.000012073659,0.0000035341448,0.0000032592923,0.00003568917,0.00002396181,0.0027640623],"genre_scores_gemma":[0.9975223,0.000020889467,0.000600793,0.000005825243,0.0000013616162,0.0000025542845,0.00003718286,0.0000055341443,0.0018036172],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999261,0.000008137993,0.0000014267448,0.000010640374,0.00003879636,0.0000149464195],"domain_scores_gemma":[0.99977356,0.00008695298,0.000034533125,0.000019354782,0.000060032613,0.000025503421],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021633624,0.0001950092,0.00012058604,0.00049363135,0.00025517328,0.00015447718,0.0003379158,0.00032739478,0.00226124],"category_scores_gemma":[0.00045125734,0.00017592631,0.00012755723,0.0002024006,0.0004599456,0.00025032324,0.0001517901,0.0002565858,0.00028964676],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006021682,0.00008271116,0.005216267,0.00004067117,0.000016433547,0.00024261154,0.00023219275,0.04537896,0.93480706,0.0023588017,0.00025032624,0.010771825],"study_design_scores_gemma":[0.000046559224,0.0009265609,0.11250957,0.000020960846,0.000029836208,0.00038924182,0.00033197756,0.4129998,0.46968237,0.0012759103,0.0017382872,0.000048781694],"about_ca_topic_score_codex":0.0011860044,"about_ca_topic_score_gemma":0.003031917,"teacher_disagreement_score":0.00226124,"about_ca_system_score_codex":0.00018868587,"about_ca_system_score_gemma":0.00017393277,"threshold_uncertainty_score":0.007564664},"labels":[],"label_agreement":null},{"id":"W3033783397","doi":"10.1016/j.engstruct.2020.110801","title":"Performance of engineered cementitious composite covered or wrapped self-consolidating concrete beams under corrosion","year":2020,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Corrosion; Materials science; Rebar; Cracking; Composite material; Composite number; Deflection (physics); Structural engineering; Ductility (Earth science); Cementitious; Cement; Creep; Engineering","score_opus":0.009994196573002243,"score_gpt":0.19887888154784375,"score_spread":0.1888846849748415,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3033783397","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993162,0.00008720462,0.00030301197,0.0000031652157,0.000007346682,0.000002212557,0.00003401886,0.000014549748,0.00023231069],"genre_scores_gemma":[0.998302,0.000074680625,0.0003515802,0.000005145258,0.0000012729323,0.0000021206708,0.000058344653,0.0000048826973,0.0011998385],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997733,0.000018089477,0.000014335757,0.000046635607,0.000096241725,0.000051392402],"domain_scores_gemma":[0.9995395,0.00008823983,0.00008502596,0.00003504686,0.00018151106,0.00007072144],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028754436,0.00033856588,0.0002838003,0.0002251412,0.00017383033,0.00022361647,0.00035546455,0.00043139458,0.0015169277],"category_scores_gemma":[0.00050289364,0.00020444802,0.00025209057,0.00016376097,0.00024191456,0.00020039525,0.00017967251,0.00021569095,0.0002653555],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00052367966,0.000046436744,0.001243882,0.0000528289,0.000011955265,0.0000574369,0.00006812324,0.0021647888,0.993561,0.000041477462,0.000039339757,0.0021891582],"study_design_scores_gemma":[0.000010480287,0.0012493585,0.0094440505,0.000006697016,0.00003252711,0.000043834094,0.000062193714,0.0054748408,0.98334646,0.0000085376405,0.00031045446,0.000010719441],"about_ca_topic_score_codex":0.0027256124,"about_ca_topic_score_gemma":0.004960216,"teacher_disagreement_score":0.0027256124,"about_ca_system_score_codex":0.0002577603,"about_ca_system_score_gemma":0.00029572583,"threshold_uncertainty_score":0.0054194927},"labels":[],"label_agreement":null},{"id":"W3035640532","doi":"10.1016/j.engstruct.2020.110921","title":"Simplified numerical approach for the lateral load analysis of light-frame wood shear wall structures","year":2020,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Mitacs","keywords":"Finite element method; Structural engineering; Shear wall; Nonlinear system; Shear (geology); Embedment; Engineering; Computer science; Geology","score_opus":0.012579426774660271,"score_gpt":0.20103973070402414,"score_spread":0.18846030392936386,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3035640532","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.023390831,0.00023744493,0.94877905,0.00012700012,0.00009776257,0.000098782606,0.00014349131,0.00029634062,0.026829232],"genre_scores_gemma":[0.6525993,0.0007725761,0.29842332,0.00028977243,0.00020485136,0.0006847067,0.00040543123,0.0005735065,0.0460466],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998097,0.000036449313,0.000007968861,0.000015944874,0.0001072102,0.00002272045],"domain_scores_gemma":[0.9997911,0.00006368866,0.000018509058,0.00003173699,0.000078006575,0.000016963917],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026267246,0.0005671848,0.0007347234,0.00079059636,0.000642553,0.00094127964,0.001631155,0.0012103474,0.008642544],"category_scores_gemma":[0.00086179445,0.00036687223,0.00066730333,0.00047178264,0.0006646636,0.00067195087,0.0008161841,0.0006996185,0.0017383628],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000047075937,0.000112910784,0.00047673684,0.00010672046,0.000024886775,0.00021420141,0.00013341737,0.9097938,0.015175605,0.04637207,0.0015424849,0.026000146],"study_design_scores_gemma":[0.0000041509365,0.0000057730163,0.00008819096,0.0000037159323,0.0000024955036,0.000012416197,0.0000103253515,0.9962507,0.0002820456,0.0024566357,0.00087996473,0.0000036003275],"about_ca_topic_score_codex":0.00680876,"about_ca_topic_score_gemma":0.0092553375,"teacher_disagreement_score":0.008642544,"about_ca_system_score_codex":0.000742192,"about_ca_system_score_gemma":0.00094951387,"threshold_uncertainty_score":0.028912246},"labels":[],"label_agreement":null},{"id":"W3037700979","doi":"10.1016/j.engstruct.2020.110800","title":"Assessment of nonlinear structural vertical-torsional coupling in cable-supported bridges","year":2020,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Fluid Dynamics and Vibration Analysis","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada; Mitacs","keywords":"Nonlinear system; Structural engineering; Vibration; Coupling (piping); Engineering; Stiffness; Bridge (graph theory); Finite element method; Suspension (topology); Torsional vibration; Wind engineering; Physics; Mathematics; Mechanical engineering; Acoustics","score_opus":0.006991999157704895,"score_gpt":0.23207775943156833,"score_spread":0.22508576027386343,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3037700979","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9951355,0.00002517517,0.004052355,0.000005185216,9.363786e-7,0.0000061202913,0.000017349848,0.0000088252555,0.0007485017],"genre_scores_gemma":[0.9992157,0.000013024504,0.00050339784,9.495009e-7,8.3721187e-7,0.0000023761477,0.000019913576,0.000001998838,0.00024177616],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99985194,0.000038550475,0.0000040910804,0.000019735959,0.00006508101,0.000020572943],"domain_scores_gemma":[0.99966896,0.00015140034,0.000040929444,0.000015331938,0.00008934562,0.000034109074],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033639898,0.0002697105,0.00015480588,0.0006299489,0.00020926763,0.0002951608,0.00026522978,0.0003594492,0.0009682983],"category_scores_gemma":[0.0009636437,0.00011930845,0.0001479874,0.00023036521,0.0002052095,0.00034628663,0.0004209597,0.00016280361,0.00012733885],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015864306,0.00070954737,0.15874931,0.00020777156,0.00011259807,0.00041999956,0.00055066193,0.30198187,0.4499341,0.0016275635,0.00023213304,0.0838881],"study_design_scores_gemma":[0.0000238461,0.00087543466,0.18984853,0.000016491882,0.000039350274,0.00011829724,0.000292833,0.7751231,0.033080846,0.00033386893,0.00022370735,0.000023627608],"about_ca_topic_score_codex":0.002082939,"about_ca_topic_score_gemma":0.0034191795,"teacher_disagreement_score":0.002082939,"about_ca_system_score_codex":0.00024355008,"about_ca_system_score_gemma":0.00020598856,"threshold_uncertainty_score":0.0041416287},"labels":[],"label_agreement":null},{"id":"W3044630091","doi":"10.1016/j.engstruct.2020.110826","title":"An Analytical Method to Predict the Structural Behavior of Timber-Concrete Structures With Brittle-to-Ductile Shear Connector Laws","year":2020,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Shear (geology); Brittleness; Shear modulus; Materials science; Parametric statistics; Law; Engineering; Composite material; Mathematics","score_opus":0.012503151580509828,"score_gpt":0.24356163572249045,"score_spread":0.23105848414198063,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3044630091","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.01959056,0.00012998718,0.97339207,0.000041296782,0.00003794969,0.000054950557,0.000043356773,0.0005761395,0.006133611],"genre_scores_gemma":[0.68338346,0.0006051237,0.2997526,0.00008386692,0.00007993676,0.0004599065,0.00015131246,0.00039523043,0.015088553],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998648,0.000025799269,0.0000050183057,0.000015169819,0.000073488474,0.000015691714],"domain_scores_gemma":[0.9996138,0.00017964342,0.000030219546,0.00004176566,0.00012016866,0.000014439937],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039599606,0.0006449088,0.00041186396,0.0009854607,0.0005931177,0.00038062202,0.0009422169,0.00066795555,0.0024124323],"category_scores_gemma":[0.001603357,0.00044770577,0.0005749588,0.0005053515,0.0005053258,0.00056780555,0.00038047458,0.00070357136,0.0008062545],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013408928,0.0000972347,0.00072641444,0.00004884002,0.000019730047,0.00009915683,0.00007539082,0.9109164,0.011995209,0.025335241,0.0012800827,0.04939294],"study_design_scores_gemma":[0.0000011864478,0.0000060983966,0.00005485857,0.0000024719113,0.0000026484254,0.0000076593005,0.000003355742,0.9976775,0.00062138186,0.0012529255,0.00036803284,0.0000018973274],"about_ca_topic_score_codex":0.0045933207,"about_ca_topic_score_gemma":0.0053380355,"teacher_disagreement_score":0.0045933207,"about_ca_system_score_codex":0.0004936478,"about_ca_system_score_gemma":0.0010534448,"threshold_uncertainty_score":0.00913316},"labels":[],"label_agreement":null},{"id":"W3044739866","doi":"10.1016/j.engstruct.2020.111141","title":"Buckling behavior of porous CNT-reinforced plates integrated between active piezoelectric layers","year":2020,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":97,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada; National Natural Science Foundation of China","keywords":"Materials science; Buckling; Composite material; Porosity; Carbon nanotube; Structural engineering; Engineering","score_opus":0.005665511664273409,"score_gpt":0.19175980388718583,"score_spread":0.18609429222291243,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3044739866","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99670994,0.00006899906,0.0011912729,0.000019715486,0.000009453498,0.0000027637736,0.00005307579,0.000040858995,0.001903772],"genre_scores_gemma":[0.99859303,0.000024622375,0.00046748947,0.0000042034985,0.0000013950947,0.0000025815582,0.000028718498,0.000005011081,0.0008728771],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999237,0.000002755729,0.0000019128395,0.000014626506,0.000038429058,0.000018669054],"domain_scores_gemma":[0.99985826,0.000038613525,0.000041869804,0.000009575254,0.000029148965,0.000022454697],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007209384,0.00016467023,0.00011708781,0.00020404997,0.00017073924,0.00022465101,0.00031735172,0.00027096595,0.0015908653],"category_scores_gemma":[0.0001928914,0.00012592127,0.00011266688,0.00014241366,0.0002399164,0.000247481,0.00015547319,0.0001695887,0.00020136904],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019876217,0.000056263387,0.0005822341,0.00006970896,0.000015044066,0.00022001176,0.000052074844,0.033378705,0.96180683,0.00057419995,0.00018393683,0.0028621138],"study_design_scores_gemma":[0.000022710727,0.00034396903,0.007497161,0.000013836593,0.000017812838,0.00007347694,0.00008675518,0.32474598,0.6662787,0.00026077154,0.0006260884,0.000032644708],"about_ca_topic_score_codex":0.0013316859,"about_ca_topic_score_gemma":0.0027340348,"teacher_disagreement_score":0.0015908653,"about_ca_system_score_codex":0.00031325518,"about_ca_system_score_gemma":0.00017181563,"threshold_uncertainty_score":0.005322039},"labels":[],"label_agreement":null},{"id":"W3045834931","doi":"10.1016/j.engstruct.2020.111055","title":"Generalization of the Vlasov theory for lateral torsional buckling analysis of built-up monosymmetric assemblies","year":2020,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Image warping; Buckling; Structural engineering; Torsion (gastropod); Finite element method; Welding; Moment (physics); Mathematics; Mathematical analysis; Engineering; Computer science; Physics; Mechanical engineering; Classical mechanics","score_opus":0.006756699054594008,"score_gpt":0.20624389680916377,"score_spread":0.19948719775456977,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3045834931","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.064883135,0.0007353161,0.87133086,0.00027501083,0.00020864654,0.000067978224,0.00010658056,0.00020482903,0.062187746],"genre_scores_gemma":[0.90264565,0.0011164492,0.05560537,0.0002515878,0.00029760937,0.0002296928,0.0002399299,0.00034984946,0.039263804],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998161,0.00004333112,0.000007660165,0.000018628702,0.00008807136,0.000026253425],"domain_scores_gemma":[0.99985707,0.00003554602,0.000024202674,0.000022811892,0.000044372693,0.000016007385],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036361537,0.00085872505,0.00058187864,0.0011144483,0.00044896005,0.00081140996,0.0010044201,0.00061144837,0.0028665576],"category_scores_gemma":[0.0007720139,0.00029516697,0.0007841233,0.00039003676,0.00085789413,0.0009458894,0.00088069314,0.00088157295,0.0007091265],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003378742,0.000059868067,0.00036777274,0.00014298518,0.00004570565,0.00016109577,0.00012317575,0.4893682,0.01800948,0.4680728,0.0017572568,0.021857837],"study_design_scores_gemma":[0.0000026056123,0.00001266871,0.00019103942,0.000009484102,0.0000040552536,0.000026060432,0.000015816251,0.9340954,0.0008878678,0.06373647,0.0010114532,0.0000071505415],"about_ca_topic_score_codex":0.0013688325,"about_ca_topic_score_gemma":0.0017637888,"teacher_disagreement_score":0.0028665576,"about_ca_system_score_codex":0.0006579944,"about_ca_system_score_gemma":0.0005525745,"threshold_uncertainty_score":0.0095896125},"labels":[],"label_agreement":null},{"id":"W3046326988","doi":"10.1016/j.engstruct.2020.110992","title":"Seismic behaviour and design code provisions for predicting the capacity of ductile slender reinforced masonry shear walls","year":2020,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Concrete Masonry Producers Association; University of British Columbia","funders":"National Research Council Canada; Natural Sciences and Engineering Research Council of Canada","keywords":"Masonry; Structural engineering; Shear wall; Seismic analysis; Dissipation; Failure mode and effects analysis; Ductility (Earth science); Seismic loading; Shear (geology); Geotechnical engineering; Engineering; Geology; Materials science; Composite material","score_opus":0.016492597589547256,"score_gpt":0.20264594058057,"score_spread":0.18615334299102276,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3046326988","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.84122163,0.000056891236,0.12437183,0.00016206015,0.000040846047,0.00018913283,0.007171933,0.004113623,0.022672176],"genre_scores_gemma":[0.9606991,0.000046167603,0.02807826,0.00003224177,0.000007864327,0.00015893795,0.0043350067,0.0003818835,0.006260614],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996233,0.00007940815,0.000017787634,0.000033965604,0.00020218609,0.000043334087],"domain_scores_gemma":[0.9982829,0.0007561731,0.00014866852,0.00020667072,0.0005510263,0.000054627144],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00059286365,0.00060085894,0.00028253358,0.0008107611,0.0004962386,0.00033656225,0.00075111736,0.0006302461,0.0039564935],"category_scores_gemma":[0.0030564927,0.00050055265,0.00032115442,0.0005226894,0.00041118747,0.00034014843,0.00026929655,0.00039320602,0.0011612771],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028323382,0.00015747146,0.02646266,0.000073846786,0.000013022245,0.00014704953,0.00016088111,0.8999896,0.02927531,0.0044481154,0.0061925314,0.03279622],"study_design_scores_gemma":[0.000039802948,0.000103317034,0.011914371,0.000017432154,0.000014131969,0.000042000298,0.000051392948,0.9664102,0.018322496,0.00077812164,0.0022879168,0.000018772558],"about_ca_topic_score_codex":0.01238466,"about_ca_topic_score_gemma":0.022021485,"teacher_disagreement_score":0.01238466,"about_ca_system_score_codex":0.0009055419,"about_ca_system_score_gemma":0.00096302974,"threshold_uncertainty_score":0.024625123},"labels":[],"label_agreement":null},{"id":"W3046381943","doi":"10.1016/j.engstruct.2020.111168","title":"A novel floor-isolated re-centering system for prefabricated modular mass timber construction – Concept development and preliminary evaluation","year":2020,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"FPInnovations","funders":"","keywords":"Modular design; Structural engineering; Modular construction; Engineering; Prefabrication; Seismic loading; Finite element method; Structural system; Civil engineering; Computer science","score_opus":0.017848887313689804,"score_gpt":0.21587439245736842,"score_spread":0.19802550514367862,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3046381943","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.505448,0.00041954147,0.47962278,0.00012668046,0.00023571822,0.00041455083,0.00029692135,0.0042460714,0.009189839],"genre_scores_gemma":[0.83218443,0.00014199618,0.15902261,0.00004945334,0.000032821292,0.00013578087,0.00024515722,0.000115181225,0.008072544],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99968815,0.000020194491,0.000009290161,0.000070769274,0.00016121479,0.00005042471],"domain_scores_gemma":[0.9997272,0.00002497404,0.000033917728,0.00007046997,0.00009633177,0.000047069538],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032295243,0.0005399359,0.0005045246,0.00042045215,0.0004222552,0.00036319497,0.0014911536,0.00050451554,0.0055393893],"category_scores_gemma":[0.00022046,0.00026345902,0.00038936883,0.00026226483,0.00034819922,0.00061385904,0.0005816832,0.00040499232,0.0012023877],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004980784,0.0004408909,0.0024516347,0.0004306848,0.00004493256,0.00041445522,0.00033122048,0.011506082,0.8279037,0.0031829127,0.0027381515,0.15005727],"study_design_scores_gemma":[0.00031199076,0.0074911276,0.03531686,0.00008506177,0.00025235632,0.0025150904,0.0003376205,0.18786938,0.71179634,0.0012001565,0.052563094,0.0002609616],"about_ca_topic_score_codex":0.0008225443,"about_ca_topic_score_gemma":0.0013579283,"teacher_disagreement_score":0.0055393893,"about_ca_system_score_codex":0.00032032118,"about_ca_system_score_gemma":0.0006982587,"threshold_uncertainty_score":0.018531084},"labels":[],"label_agreement":null},{"id":"W3082322624","doi":"10.1016/j.engstruct.2020.111202","title":"The effect of bi-axial behaviour of mechanical anchors on the lateral response of multi-panel CLT shearwalls","year":2020,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":38,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Structural engineering; Sensitivity (control systems); Kinematics; Engineering; Mathematics; Physics; Classical mechanics","score_opus":0.014086698886017287,"score_gpt":0.20835113919506945,"score_spread":0.19426444030905216,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3082322624","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983297,0.00009878605,0.00077710656,0.000014205146,0.000015160995,0.0000023138145,0.000025990059,0.000020676962,0.00071612606],"genre_scores_gemma":[0.99922144,0.000038675033,0.0002365223,0.000011354337,0.0000029961045,0.0000021020824,0.00001884477,0.000007271059,0.0004607319],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99983156,0.00002924447,0.000011467731,0.000026821395,0.00004934273,0.00005161368],"domain_scores_gemma":[0.9991961,0.0002809068,0.00015332499,0.00007273195,0.00019395982,0.00010302887],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023461023,0.0002805526,0.00013648278,0.00018262361,0.0002100901,0.00035350837,0.00015634466,0.00032785707,0.002582325],"category_scores_gemma":[0.0007687573,0.00016359068,0.00013286115,0.0001530998,0.00025995856,0.00032965545,0.00029141977,0.00027347048,0.00042096205],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00038928515,0.000037428978,0.0005937246,0.00002951167,0.0000036366653,0.000040969262,0.000037849128,0.0009558111,0.9960134,0.00003228873,0.000036211564,0.0018297853],"study_design_scores_gemma":[0.000016818522,0.0008663289,0.014106009,0.000013040993,0.0000274873,0.000065800974,0.00017896575,0.0125364205,0.971518,0.000028499036,0.000628201,0.000014602865],"about_ca_topic_score_codex":0.00042290924,"about_ca_topic_score_gemma":0.0009088451,"teacher_disagreement_score":0.002582325,"about_ca_system_score_codex":0.00014393833,"about_ca_system_score_gemma":0.000097062446,"threshold_uncertainty_score":0.00863868},"labels":[],"label_agreement":null},{"id":"W3083353217","doi":"10.1016/j.engstruct.2020.111250","title":"Nonlinear finite element analysis of reinforced concrete flat plate punching using a thick-shell modelling approach","year":2020,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Structural engineering; Finite element method; Slab; Punching; Nonlinear system; Brittleness; Shearing (physics); Shell (structure); Engineering; Materials science; Geotechnical engineering; Composite material; Mechanical engineering","score_opus":0.021460998014574816,"score_gpt":0.22214537786190106,"score_spread":0.20068437984732623,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3083353217","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.36365962,0.00024707863,0.60800195,0.00018511867,0.000048732218,0.00008973601,0.00014185246,0.00036050737,0.02726546],"genre_scores_gemma":[0.94503117,0.00014758014,0.040444832,0.00003192433,0.000011204848,0.000059336362,0.00009850242,0.000082591054,0.014092891],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99988043,0.000027294047,0.000005058067,0.000014653319,0.000057608177,0.000015061134],"domain_scores_gemma":[0.9997454,0.0001266185,0.00003822514,0.000026974067,0.00005017087,0.000012495284],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023385047,0.00038994127,0.00045104438,0.00030229392,0.00031434774,0.00040228406,0.0008389034,0.0010179064,0.002180215],"category_scores_gemma":[0.00074851426,0.00043058046,0.0003777967,0.00023742171,0.0005831484,0.0004935932,0.00040887797,0.00043550163,0.00040826216],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000016213253,0.000023442262,0.00020703385,0.000025689951,0.000005467912,0.00004520377,0.00003524249,0.9883145,0.006638558,0.0017126487,0.00006832235,0.0029076678],"study_design_scores_gemma":[0.0000010025885,0.0000054692587,0.000110295994,0.0000013712544,8.1524325e-7,0.000005152673,0.0000052511446,0.9991611,0.0005290372,0.00010278374,0.0000759973,0.0000016759129],"about_ca_topic_score_codex":0.005928739,"about_ca_topic_score_gemma":0.0075567975,"teacher_disagreement_score":0.005928739,"about_ca_system_score_codex":0.00036398304,"about_ca_system_score_gemma":0.0006201749,"threshold_uncertainty_score":0.011788428},"labels":[],"label_agreement":null},{"id":"W3083879202","doi":"10.1016/j.engstruct.2020.111252","title":"Seismic response of a tuned viscous mass damper (TVMD) coupled wall system","year":2020,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Vibration Control and Rheological Fluids","field":"Engineering","cited_by":43,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Natural Science Foundation of Beijing Municipality; Institute of Engineering Mechanics, China Earthquake Administration; Tsinghua University","keywords":"OpenSees; Structural system; Structural engineering; Acceleration; Finite element method; Tuned mass damper; Damper; Engineering; Geology; Physics; Classical mechanics","score_opus":0.005559472732905129,"score_gpt":0.17768434340316686,"score_spread":0.17212487067026172,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3083879202","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9173747,0.000049043003,0.07542407,0.00016318788,0.000042000545,0.000019413808,0.000044471886,0.00027515003,0.0066080233],"genre_scores_gemma":[0.99744,0.000009175084,0.0012126836,0.000018291,0.0000028070601,0.0000056115114,0.000013620591,0.0000061484684,0.0012916836],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998901,0.00002597828,0.000005484452,0.000026172642,0.000030605923,0.00002164518],"domain_scores_gemma":[0.9998523,0.00005552557,0.000025227715,0.0000149466705,0.00002706717,0.000024875757],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013626144,0.00023009346,0.00029721088,0.00012371715,0.00026521107,0.00035394824,0.00028465904,0.0007471535,0.0027805285],"category_scores_gemma":[0.0004085602,0.00011821721,0.00015377544,0.00007871754,0.0002984028,0.00019356573,0.0004990111,0.00023216582,0.00025519784],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001440845,0.00018929213,0.0051253475,0.00021136123,0.00014902197,0.0015845186,0.0006275522,0.5461715,0.40191376,0.005041077,0.0010066386,0.03653914],"study_design_scores_gemma":[0.00002525946,0.00028183655,0.0024268378,0.0000074850477,0.000015911415,0.000062562554,0.00006398288,0.98675203,0.009716418,0.00026566006,0.00037065198,0.000011319829],"about_ca_topic_score_codex":0.0012610339,"about_ca_topic_score_gemma":0.00089780166,"teacher_disagreement_score":0.0027805285,"about_ca_system_score_codex":0.00015618416,"about_ca_system_score_gemma":0.00018918615,"threshold_uncertainty_score":0.009301782},"labels":[],"label_agreement":null},{"id":"W3089122422","doi":"10.1016/j.engstruct.2020.111298","title":"Wind loads on low-slope roofs of buildings with large plan dimensions","year":2020,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":16,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Roof; Wind tunnel; Building code; Low-rise; Wind engineering; Structural engineering; Wind speed; Environmental science; Scale (ratio); Engineering; Plan (archaeology); Meteorology; Geology; Geography; Cartography","score_opus":0.004624789666761716,"score_gpt":0.1753394435959726,"score_spread":0.17071465392921087,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3089122422","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9978568,0.000028562908,0.0007103048,0.000005605692,0.0000033210408,0.0000070444426,0.000066993496,0.000010796489,0.001310598],"genre_scores_gemma":[0.9994326,0.00002847323,0.00013165486,0.0000011215154,0.0000032651583,0.0000036735187,0.000071836024,0.000004961793,0.0003223919],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998379,0.000028319062,0.000008085077,0.00001647843,0.000047433827,0.00006181777],"domain_scores_gemma":[0.999476,0.00028317684,0.000050496725,0.000030571722,0.0000927635,0.00006696323],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019139261,0.0003739931,0.0004739704,0.00088263117,0.00080374273,0.00059416867,0.000303169,0.00034048242,0.0029919257],"category_scores_gemma":[0.00074720365,0.00032951,0.00036522478,0.00050168904,0.00060773146,0.00037432462,0.0003487211,0.00027208845,0.00039801895],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0031611554,0.0011113009,0.26904038,0.0004023088,0.00020143834,0.003737761,0.0014247099,0.42184716,0.24196741,0.004826491,0.0015927115,0.05068723],"study_design_scores_gemma":[0.000059683593,0.0005254443,0.72265667,0.00003949802,0.00006260241,0.0003541642,0.0021330784,0.2518957,0.020290874,0.0014441984,0.00049775257,0.000040357758],"about_ca_topic_score_codex":0.0066079237,"about_ca_topic_score_gemma":0.0101447515,"teacher_disagreement_score":0.0066079237,"about_ca_system_score_codex":0.00023811791,"about_ca_system_score_gemma":0.00024793088,"threshold_uncertainty_score":0.01313889},"labels":[],"label_agreement":null},{"id":"W3095296174","doi":"10.1016/j.engstruct.2020.111466","title":"Analytical evaluation to the timber-concrete composite beam connected with notched connections","year":2020,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Deflection (physics); Composite number; Beam (structure); Slip (aerodynamics); Shear (geology); Finite element method; Structural system; Engineering; Composite construction; Computer science; Materials science; Composite material","score_opus":0.015065421479763136,"score_gpt":0.20842680198324176,"score_spread":0.19336138050347862,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3095296174","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.75581175,0.00043801067,0.21365409,0.00005955277,0.000048961647,0.00006915856,0.00013258558,0.00039997572,0.02938599],"genre_scores_gemma":[0.9888498,0.00016091413,0.0063776225,0.000008266627,0.000007799095,0.000015382284,0.000029228555,0.000019156747,0.00453175],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998061,0.00004118351,0.0000030721064,0.000022106093,0.00010585423,0.000021634323],"domain_scores_gemma":[0.9996244,0.0001631637,0.000024844036,0.000028271572,0.00015047452,0.000008917485],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026923878,0.00031472679,0.0003047231,0.00054951216,0.00032446894,0.00041055278,0.0006012801,0.00041773607,0.005243662],"category_scores_gemma":[0.00070936413,0.00021681264,0.00034990747,0.00049875287,0.00040606296,0.00032013128,0.00022068757,0.0002651575,0.00054124213],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004279558,0.00029541284,0.00289073,0.00030270766,0.000038077826,0.00029898988,0.00027301908,0.69244605,0.23423862,0.011153088,0.00080029445,0.056835063],"study_design_scores_gemma":[0.000010492073,0.00019111494,0.002192036,0.000017425866,0.000031053947,0.000046643152,0.00014383842,0.9629782,0.03243758,0.00070495624,0.0012366445,0.000010030356],"about_ca_topic_score_codex":0.0023136255,"about_ca_topic_score_gemma":0.004016564,"teacher_disagreement_score":0.005243662,"about_ca_system_score_codex":0.0003942855,"about_ca_system_score_gemma":0.00045167794,"threshold_uncertainty_score":0.017541766},"labels":[],"label_agreement":null},{"id":"W3097252891","doi":"10.1016/j.engstruct.2020.111338","title":"Self-centering energy-absorbing rocking core system with friction spring damper: Experiments, modeling and design","year":2020,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":66,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"State Key Laboratory for Disaster Reduction in Civil Engineering; Tongji University; National Natural Science Foundation of China","keywords":"Damper; Structural engineering; Stiffness; Spring (device); Engineering; Displacement (psychology); Restoring force; Finite element method; Nonlinear system; Reduction (mathematics); Spring system","score_opus":0.013231802795371785,"score_gpt":0.1831561695003096,"score_spread":0.16992436670493782,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3097252891","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95094573,0.000098116085,0.046121545,0.00004894866,0.000024731731,0.00006771071,0.000056359175,0.000331799,0.0023049763],"genre_scores_gemma":[0.99110097,0.000034062006,0.0075158477,0.000008408134,0.0000033017538,0.00003186765,0.000032636686,0.000013820008,0.001259074],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998091,0.00003238984,0.0000069088005,0.00003461408,0.00008980418,0.00002726494],"domain_scores_gemma":[0.9996474,0.000060994484,0.000056793502,0.00006873247,0.00009832935,0.00006769836],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033448354,0.00027935684,0.00052889436,0.00034032177,0.0004628927,0.00027637839,0.0009711795,0.00047099814,0.0019160368],"category_scores_gemma":[0.00037787305,0.00022966694,0.00024303838,0.00023509635,0.00041494693,0.0004295492,0.00034939914,0.0002697465,0.00035211805],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.001667445,0.00090379186,0.004582438,0.00032939037,0.000077259974,0.00029537332,0.0004104262,0.1961691,0.75037223,0.0043286276,0.0009838376,0.039879985],"study_design_scores_gemma":[0.00021063894,0.0024421755,0.006704177,0.00001457406,0.00007893305,0.00011625667,0.00010898768,0.8798309,0.10836235,0.0004786484,0.0016088628,0.000043402273],"about_ca_topic_score_codex":0.001361256,"about_ca_topic_score_gemma":0.0012122917,"teacher_disagreement_score":0.0019160368,"about_ca_system_score_codex":0.0002689709,"about_ca_system_score_gemma":0.0005929193,"threshold_uncertainty_score":0.006409824},"labels":[],"label_agreement":null},{"id":"W3108910693","doi":"10.1016/j.engstruct.2020.111522","title":"Bayesian procedures for updating deterioration space-time models for optimizing the utility of concrete structures","year":2020,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval; McGill University","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada","keywords":"Chloride; Probabilistic logic; Corrosion; Bridge (graph theory); Bayesian probability; Sampling (signal processing); Diffusion; Computer science; Structural engineering; Environmental science; Materials science; Mathematics; Engineering; Statistics; Composite material; Metallurgy","score_opus":0.014378303363248236,"score_gpt":0.219971122063301,"score_spread":0.20559281870005275,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3108910693","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.006386376,0.00022552599,0.99242485,0.00013805652,0.000017664324,0.00003121159,0.00008688096,0.00021182752,0.00047761886],"genre_scores_gemma":[0.37574938,0.00090522604,0.6151835,0.00025137494,0.00017937011,0.0005540088,0.0011812912,0.0005219171,0.0054740123],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99746215,0.0013532861,0.00014717077,0.00033065866,0.0005261052,0.0001805533],"domain_scores_gemma":[0.97730994,0.019108258,0.0010223454,0.0006732751,0.0015553534,0.00033087717],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.008935966,0.0014945106,0.00289058,0.0024634334,0.0009256989,0.0020638579,0.0036631064,0.0033973195,0.0037222744],"category_scores_gemma":[0.035018314,0.0024665347,0.0017912401,0.002105519,0.0020209479,0.0032731425,0.0025509926,0.0042656963,0.0007015323],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000633071,0.000033643257,0.0003684011,0.000033344568,0.000050808856,0.000014850549,0.000039782968,0.9632868,0.00021987905,0.015266308,0.00056080974,0.020062096],"study_design_scores_gemma":[0.000012930109,0.0000090066615,0.000064377804,0.00000873092,0.000008964611,0.0000048915063,0.0000025259624,0.9896569,0.000116422496,0.0099549005,0.00015165556,0.000008772258],"about_ca_topic_score_codex":0.019413289,"about_ca_topic_score_gemma":0.02728402,"teacher_disagreement_score":0.019413289,"about_ca_system_score_codex":0.0026949279,"about_ca_system_score_gemma":0.0031587337,"threshold_uncertainty_score":0.047258496},"labels":[],"label_agreement":null},{"id":"W3108925757","doi":"10.1016/j.engstruct.2020.111633","title":"Corrigendum to “Mechanics-based analytical models for balloon-type cross-laminated timber (CLT) shear walls under lateral loads” [Eng. Struct. 208 (2020) 109916]","year":2020,"lang":"en","type":"erratum","venue":"Engineering Structures","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"FPInnovations","funders":"","keywords":"struct; Structural engineering; Shear wall; Type (biology); Engineering; Geology; Computer science","score_opus":0.020300782046474213,"score_gpt":0.23932513035478958,"score_spread":0.21902434830831538,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3108925757","genre_codex":"editorial","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00037921095,0.0045473427,0.003540098,0.044516157,0.8039508,0.00015672675,0.005893932,0.0011750762,0.13584068],"genre_scores_gemma":[0.0024428144,0.0043514688,0.002171434,0.011041011,0.026418047,0.00011500268,0.0034884894,0.0006621606,0.9493095],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99748343,0.00021703546,0.00022821907,0.00033130206,0.0015423362,0.00019764545],"domain_scores_gemma":[0.99213237,0.0010310198,0.00021360579,0.00036877723,0.0060058073,0.00024846283],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00149179,0.0020576457,0.001771205,0.0037422443,0.003384584,0.0031471893,0.0032499386,0.005361262,0.23702256],"category_scores_gemma":[0.012181939,0.0011212662,0.0016229477,0.0025889112,0.0011250864,0.0027867043,0.001897201,0.004573903,0.14857757],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011406795,0.000006663927,0.00002185007,0.00004675359,0.000002255529,0.000034652494,0.0000066691528,0.00006422032,0.00005718185,0.0009865859,0.9948243,0.0039375937],"study_design_scores_gemma":[0.000010883861,0.000016524047,0.0005558278,0.000119816315,0.000009823966,0.00007004411,0.000037207206,0.00032266998,0.00023273073,0.0021607368,0.9964424,0.000021317086],"about_ca_topic_score_codex":0.056473706,"about_ca_topic_score_gemma":0.105556354,"teacher_disagreement_score":0.23702256,"about_ca_system_score_codex":0.004391213,"about_ca_system_score_gemma":0.0032057548,"threshold_uncertainty_score":0.79291946},"labels":[],"label_agreement":null},{"id":"W3110440844","doi":"10.1016/j.engstruct.2020.111475","title":"Investigating the kinematic modes of CLT shear-walls with openings","year":2020,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":31,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Stiffness; Structural engineering; Shear wall; Shear (geology); Kinematics; Beam (structure); Coupling (piping); Buckling; Ultimate tensile strength; Rotation (mathematics); Materials science; Composite material; Geometry; Mathematics; Engineering; Physics","score_opus":0.008187347124199884,"score_gpt":0.18635645133201692,"score_spread":0.17816910420781704,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3110440844","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9876715,0.000021340567,0.009488094,0.000015298074,0.0000050894873,0.000005550252,0.000037679747,0.00003087603,0.0027246145],"genre_scores_gemma":[0.99852234,0.000008894071,0.00093907025,0.0000017120186,0.0000017785733,0.0000029201817,0.000030793468,0.000006286196,0.00048623234],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999824,0.000020928046,0.0000054678267,0.000035781224,0.000047346442,0.00006649168],"domain_scores_gemma":[0.99952626,0.00014004664,0.00012084881,0.000050407554,0.00009209339,0.00007038341],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034221465,0.0005067149,0.00033035487,0.0006297406,0.0003611343,0.00070740934,0.000484719,0.0004853126,0.0026154935],"category_scores_gemma":[0.00096958975,0.00028059914,0.00026923238,0.00051913515,0.00066781964,0.0005310008,0.0005484787,0.00043118672,0.00032509907],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012191803,0.000506299,0.15876222,0.0001534977,0.00007412304,0.0022631274,0.0011260138,0.43815807,0.3319876,0.015015404,0.0008413861,0.049893137],"study_design_scores_gemma":[0.000022406603,0.00029698494,0.08154011,0.000030809257,0.000022821572,0.0002990402,0.0009914389,0.88804454,0.026356528,0.0016421414,0.00072300265,0.000030154599],"about_ca_topic_score_codex":0.0014314061,"about_ca_topic_score_gemma":0.0015226717,"teacher_disagreement_score":0.0026154935,"about_ca_system_score_codex":0.00022717415,"about_ca_system_score_gemma":0.0002868645,"threshold_uncertainty_score":0.008749664},"labels":[],"label_agreement":null},{"id":"W3111958497","doi":"10.1016/j.engstruct.2020.111606","title":"Shear and flexural strengthening of RC beams using BFRP fabrics","year":2020,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"Luonnontieteiden ja Tekniikan Tutkimuksen Toimikunta","keywords":"Flexural strength; Materials science; Structural engineering; Basalt fiber; Ductility (Earth science); Shear (geology); Bending; Experimental research; Shear strength (soil); Composite material; Engineering; Fiber; Geology","score_opus":0.013549022356006524,"score_gpt":0.21297565724441314,"score_spread":0.19942663488840662,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3111958497","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9977824,0.000093860515,0.00067061215,0.00000921066,0.000004217426,0.0000023289217,0.00001799829,0.000019073304,0.0014004322],"genre_scores_gemma":[0.99877983,0.000039965264,0.00052210025,0.0000040383543,0.0000016769135,0.0000017288777,0.0000112786665,0.000005257522,0.0006340939],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998566,0.000029779156,0.0000058527567,0.00002101529,0.00004024841,0.000046414923],"domain_scores_gemma":[0.99970776,0.00008820486,0.00006650996,0.00004048852,0.000062075145,0.000034952885],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031738076,0.0002677678,0.00016851323,0.00042294912,0.00019213789,0.00013350756,0.0002476377,0.00017997548,0.0020165883],"category_scores_gemma":[0.00043242695,0.00014806702,0.00018091818,0.00023634032,0.000297752,0.0002004692,0.00014104102,0.00017236994,0.00021685728],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00053744967,0.00004898439,0.0010132265,0.00005145431,0.000011473193,0.000059320657,0.00007226415,0.0068015815,0.98610383,0.00038520704,0.000079477155,0.004835714],"study_design_scores_gemma":[0.00002090698,0.0006106598,0.011680485,0.00001880603,0.00003381114,0.000071255075,0.000077961326,0.031547714,0.95502377,0.00010001949,0.0008039325,0.000010554802],"about_ca_topic_score_codex":0.0010889864,"about_ca_topic_score_gemma":0.0017613088,"teacher_disagreement_score":0.0020165883,"about_ca_system_score_codex":0.00017070229,"about_ca_system_score_gemma":0.00013352284,"threshold_uncertainty_score":0.0067461133},"labels":[],"label_agreement":null},{"id":"W3117805974","doi":"10.1016/j.engstruct.2020.111655","title":"An analytical benchmark for a 2D problem of elastic wave propagation in a solid","year":2020,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Ultrasonics and Acoustic Wave Propagation","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Benchmark (surveying); Finite element method; Focus (optics); Wave propagation; Inverse problem; Software; Inverse; Applied mathematics; Computer science; Engineering; Physics; Mathematical analysis; Mathematics; Structural engineering; Geometry; Optics","score_opus":0.010524210709372563,"score_gpt":0.2238748598097437,"score_spread":0.21335064910037113,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3117805974","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3447153,0.0037371542,0.402757,0.0055667106,0.0011527465,0.00022982947,0.0026158302,0.0007227193,0.23850289],"genre_scores_gemma":[0.8750185,0.00095274777,0.09906359,0.0006416578,0.00038215183,0.00020602671,0.0011324956,0.00032559183,0.022277128],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996189,0.000118174066,0.000018249499,0.00005576225,0.00012455508,0.00006443402],"domain_scores_gemma":[0.99841833,0.0010152282,0.00011124104,0.000105715575,0.00023497683,0.00011445163],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007090691,0.00082729803,0.0007952471,0.0013435321,0.00097565574,0.0021462862,0.0014296556,0.003935116,0.0063595404],"category_scores_gemma":[0.0048083584,0.0005043011,0.0006327704,0.0011063131,0.0012904665,0.001098141,0.0014462915,0.0008428825,0.00066297885],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009234464,0.00018260472,0.00078782503,0.0002190331,0.000030697396,0.00034335387,0.00010129345,0.90189934,0.0024334877,0.08283399,0.00435644,0.006719504],"study_design_scores_gemma":[0.0000145090435,0.000015475094,0.00012456837,0.000012614852,0.0000035383591,0.000044787812,0.000027135768,0.99145573,0.00025067982,0.0070069586,0.0010360009,0.000007917168],"about_ca_topic_score_codex":0.005484188,"about_ca_topic_score_gemma":0.003768039,"teacher_disagreement_score":0.0063595404,"about_ca_system_score_codex":0.0007245737,"about_ca_system_score_gemma":0.00094592315,"threshold_uncertainty_score":0.021274805},"labels":[],"label_agreement":null},{"id":"W3119180752","doi":"10.1016/j.engstruct.2020.111703","title":"Data quality indicators for vibration-based damage detection and localization","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Saskatchewan","funders":"AUTO21 Network of Centres of Excellence","keywords":"Structural health monitoring; Structural engineering; Modal; Vibration; Operational Modal Analysis; Quality (philosophy); Reliability (semiconductor); Computer science; Finite element method; Consistency (knowledge bases); Girder; Reliability engineering; Engineering; Modal analysis; Acoustics; Artificial intelligence; Materials science","score_opus":0.02394144890955206,"score_gpt":0.3072418652823985,"score_spread":0.2833004163728464,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3119180752","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.08517316,0.0023139399,0.8998568,0.00062810205,0.00023928488,0.00035693316,0.0052640517,0.0040456727,0.0021221251],"genre_scores_gemma":[0.80562484,0.00097151217,0.18431817,0.00017441351,0.0001518386,0.0004212244,0.0071902364,0.0001898944,0.0009578492],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9920942,0.0016460513,0.001171746,0.0009353836,0.0038056849,0.0003469088],"domain_scores_gemma":[0.9522742,0.01736421,0.008349411,0.0045131478,0.016570719,0.00092839287],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.010150423,0.0011301807,0.0013161416,0.005166104,0.00053064025,0.0032108491,0.0011500512,0.0013510115,0.0018560295],"category_scores_gemma":[0.04241667,0.00031347715,0.00056176056,0.004114149,0.0006873148,0.0030168865,0.0014343065,0.0011317839,0.0009795154],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0033700806,0.0008795741,0.13070603,0.0018977696,0.00039849087,0.00021144049,0.00031866867,0.06395672,0.053538598,0.014644471,0.011313312,0.71876484],"study_design_scores_gemma":[0.00016494187,0.0013460655,0.07129243,0.00048612585,0.00039393565,0.00044868246,0.00044453598,0.7854891,0.11049894,0.0151093155,0.014143413,0.00018252978],"about_ca_topic_score_codex":0.002054026,"about_ca_topic_score_gemma":0.0015527753,"teacher_disagreement_score":0.010150423,"about_ca_system_score_codex":0.0010815185,"about_ca_system_score_gemma":0.0015218019,"threshold_uncertainty_score":0.053681195},"labels":[],"label_agreement":null},{"id":"W3119903071","doi":"10.1016/j.engstruct.2020.111692","title":"Investigation of channel-encased braces incorporating circular HSS","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Canadian Institute of Steel Construction","keywords":"Bracing; Structural engineering; Buckling; Dissipation; Welding; Channel (broadcasting); Engineering; Ductility (Earth science); Materials science; Brace; Composite material; Mechanical engineering; Creep; Physics","score_opus":0.00750857201979975,"score_gpt":0.1829495256311461,"score_spread":0.17544095361134637,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3119903071","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9938234,0.00002291243,0.0039548925,0.000009321003,0.000006049966,0.000009464122,0.000048147234,0.000033786502,0.0020919463],"genre_scores_gemma":[0.99730337,0.000019435798,0.001519809,0.0000028751638,7.4788284e-7,0.0000036962858,0.000038654507,0.000006223641,0.001105206],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99976844,0.000023937024,0.000006002094,0.000036319805,0.0001107088,0.00005464419],"domain_scores_gemma":[0.9995135,0.000109137676,0.000063828506,0.00007804718,0.000188868,0.000046549423],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002492506,0.0003468916,0.00030629183,0.0003783819,0.00025266013,0.0004609463,0.00056873093,0.00047913918,0.0020433734],"category_scores_gemma":[0.0005809147,0.00016694049,0.00013857044,0.0005350273,0.0005562458,0.0004106003,0.00031307276,0.00024067705,0.0002705462],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016971877,0.0004437022,0.025954183,0.0002571078,0.000050562634,0.0014776144,0.00048040657,0.18213174,0.7442853,0.00359914,0.00064879056,0.03897438],"study_design_scores_gemma":[0.000055547804,0.00191769,0.0919678,0.000047371665,0.00010246839,0.00058968796,0.0018159719,0.636517,0.261932,0.0004842806,0.004499501,0.000070586604],"about_ca_topic_score_codex":0.0024040067,"about_ca_topic_score_gemma":0.005384476,"teacher_disagreement_score":0.0024040067,"about_ca_system_score_codex":0.00030685595,"about_ca_system_score_gemma":0.0006434032,"threshold_uncertainty_score":0.0068357587},"labels":[],"label_agreement":null},{"id":"W3125860915","doi":"10.1016/j.engstruct.2021.111877","title":"Using composite yield mechanism to mitigate seismic damage to exposed steel column base connections","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"National Key Research and Development Program of China Stem Cell and Translational Research; State Key Laboratory of Coastal and Offshore Engineering; National Natural Science Foundation of China","keywords":"Yield (engineering); Dissipation; Structural engineering; Composite number; Base (topology); Moment (physics); Connection (principal bundle); Mechanism (biology); Composite material; Materials science; Engineering; Mathematics; Physics","score_opus":0.018100756323426722,"score_gpt":0.22235674341156336,"score_spread":0.20425598708813664,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3125860915","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6152354,0.00008592949,0.37745464,0.000057351263,0.000047095895,0.00002719358,0.000033110795,0.0005939769,0.0064653284],"genre_scores_gemma":[0.98190063,0.00003738022,0.016168954,0.00001138306,0.000005341171,0.0000071219993,0.000014920217,0.00001922421,0.00183496],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998995,0.000009005489,0.000002771148,0.000018534913,0.000052690488,0.000017566552],"domain_scores_gemma":[0.99984086,0.000021030195,0.000044385262,0.000022582513,0.0000544901,0.000016654985],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001501721,0.00048822508,0.00023949519,0.00050298736,0.00029455332,0.00031085697,0.00050338596,0.0004039297,0.0020927906],"category_scores_gemma":[0.00039646614,0.00016067752,0.0002056669,0.00020134906,0.00032541537,0.00044160135,0.0004630858,0.0002299189,0.00024212038],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003906032,0.00025534214,0.0056219967,0.00009202587,0.00005840902,0.00055247894,0.0001240839,0.30421185,0.5692816,0.010013823,0.00092090975,0.10847685],"study_design_scores_gemma":[0.00001812284,0.0006651544,0.006954981,0.000011269288,0.000054164022,0.00025251132,0.00007695309,0.8970274,0.09199611,0.0015353806,0.0013876937,0.00002025008],"about_ca_topic_score_codex":0.00045228243,"about_ca_topic_score_gemma":0.001449228,"teacher_disagreement_score":0.0020927906,"about_ca_system_score_codex":0.00015422347,"about_ca_system_score_gemma":0.00030258283,"threshold_uncertainty_score":0.0070010424},"labels":[],"label_agreement":null},{"id":"W3126797113","doi":"10.1016/j.engstruct.2021.111945","title":"Dynamic analysis methods for modelling timber assemblies subjected to blast loading","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Response to Dynamic Loads","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa; Royal Military College of Canada","funders":"","keywords":"Structural engineering; Stiffness; Sensitivity (control systems); Engineering; Dynamic testing; Connection (principal bundle); Cross laminated timber; Experimental data; Degrees of freedom (physics and chemistry); Computer science; Mathematics; Physics","score_opus":0.009441867940582447,"score_gpt":0.29204322193719656,"score_spread":0.2826013539966141,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3126797113","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.040290818,0.0005352571,0.9502262,0.000121649624,0.000056232595,0.00006756696,0.00011439985,0.0002564326,0.008331483],"genre_scores_gemma":[0.8263249,0.0012081084,0.15392189,0.000089428504,0.00008724383,0.00058275124,0.0002604371,0.00039765355,0.017127546],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997739,0.00007141967,0.000014432173,0.000028425966,0.00008330709,0.000028548491],"domain_scores_gemma":[0.9995022,0.0003143155,0.000060718674,0.000026533084,0.00007835924,0.000017757022],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00056403375,0.00093609997,0.0007845684,0.0010074207,0.0006176967,0.000875993,0.0014256353,0.0019211391,0.0037857506],"category_scores_gemma":[0.0015022054,0.0009032114,0.0008158751,0.00067642244,0.0007847687,0.0007508075,0.00074307347,0.00082585023,0.00073822064],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011787935,0.0000150963215,0.00010071718,0.000026021691,0.000008067034,0.000031334377,0.00003310659,0.9904704,0.0016140096,0.0020202661,0.00009659973,0.005572535],"study_design_scores_gemma":[0.0000024544297,0.0000060802554,0.000048953585,0.0000046337295,0.0000024876047,0.000007965051,0.0000086479195,0.99884474,0.0001830362,0.0006246176,0.00026362643,0.0000027681456],"about_ca_topic_score_codex":0.008490243,"about_ca_topic_score_gemma":0.007637052,"teacher_disagreement_score":0.008490243,"about_ca_system_score_codex":0.0005739489,"about_ca_system_score_gemma":0.00074507407,"threshold_uncertainty_score":0.016881645},"labels":[],"label_agreement":null},{"id":"W3127116215","doi":"10.1016/j.engstruct.2021.111922","title":"Flexural behavior of reinforced concrete T-section beams strengthened by NSM FRP bars","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":48,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Flexural strength; Fibre-reinforced plastic; Materials science; Structural engineering; Stiffness; Beam (structure); Ductility (Earth science); Cracking; Composite material; Flexural rigidity; Reinforced concrete; Engineering; Creep","score_opus":0.0052987882189290125,"score_gpt":0.20437064749569384,"score_spread":0.19907185927676482,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3127116215","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983985,0.000037660597,0.00045443475,0.000012610631,0.00000287817,0.000002166796,0.00006097402,0.000027850554,0.0010029624],"genre_scores_gemma":[0.99898905,0.000020721087,0.00015997294,0.0000043236582,0.0000010742768,0.0000017767796,0.000043218963,0.000003835111,0.00077608135],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99988437,0.000014648152,0.0000049771234,0.00002225951,0.000040929284,0.000032856977],"domain_scores_gemma":[0.99955016,0.00016796702,0.00007760975,0.000037858797,0.000104668354,0.000061756866],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002123309,0.00025009183,0.00015058262,0.00058307976,0.00022676904,0.00012904083,0.00040906644,0.0004076547,0.0031277924],"category_scores_gemma":[0.0006725438,0.0001996743,0.00019172303,0.00023928659,0.0003847085,0.00020957952,0.0001688035,0.00026209734,0.00043039152],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014118857,0.00014793374,0.013004638,0.00009731255,0.000049920996,0.00083688885,0.00040606875,0.07425581,0.8973732,0.0009340298,0.00044937126,0.011032973],"study_design_scores_gemma":[0.000041959338,0.0017740569,0.22437577,0.00006453667,0.00007521141,0.0004508482,0.00059714814,0.35020468,0.42071742,0.00045337487,0.0011765342,0.00006843585],"about_ca_topic_score_codex":0.0026729805,"about_ca_topic_score_gemma":0.0032442345,"teacher_disagreement_score":0.0031277924,"about_ca_system_score_codex":0.00021393424,"about_ca_system_score_gemma":0.00014540528,"threshold_uncertainty_score":0.010463476},"labels":[],"label_agreement":null},{"id":"W3128661021","doi":"10.1016/j.engstruct.2021.111862","title":"Effects of beam axial deformations on storey-based critical gravity loads in tension-only semi-braced steel frames","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Stiffness; Structural engineering; Beam (structure); Axial symmetry; Buckling; Finite element method; Deformation (meteorology); Tension (geology); Bracing; Materials science; Mechanics; Engineering; Physics; Compression (physics); Brace; Composite material","score_opus":0.0031769519708629646,"score_gpt":0.20992672608012164,"score_spread":0.20674977410925868,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3128661021","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9964833,0.000040439107,0.001578905,0.000021331423,0.00000515633,0.0000041084845,0.000043141237,0.0000361135,0.0017874889],"genre_scores_gemma":[0.99964523,0.000015504755,0.00009580342,0.000002709861,8.393989e-7,0.0000012557707,0.000011311135,0.0000076999995,0.00021962922],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998159,0.000031435673,0.0000060384236,0.000023273195,0.000050376115,0.000072993935],"domain_scores_gemma":[0.9991335,0.00056228164,0.00008158928,0.000058940717,0.000100201316,0.000063465784],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029452494,0.00032071047,0.00031344788,0.00057669036,0.0004851567,0.00043600256,0.00036442987,0.00054395606,0.00407093],"category_scores_gemma":[0.0014428687,0.00024018581,0.00028982852,0.0004236725,0.00092653796,0.00037908144,0.00041704296,0.00029588715,0.00027854677],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.007708084,0.0004523018,0.018813936,0.00021866402,0.00008112257,0.0016058447,0.0009559774,0.46532297,0.45799553,0.0046929508,0.0009865081,0.04116618],"study_design_scores_gemma":[0.00008196568,0.0010715317,0.13686457,0.000046381105,0.00014178576,0.00027993723,0.0010111155,0.6536047,0.2048833,0.0012831939,0.000655612,0.00007593183],"about_ca_topic_score_codex":0.0046207416,"about_ca_topic_score_gemma":0.0062894193,"teacher_disagreement_score":0.0046207416,"about_ca_system_score_codex":0.00045006923,"about_ca_system_score_gemma":0.00034269816,"threshold_uncertainty_score":0.013618648},"labels":[],"label_agreement":null},{"id":"W3131046868","doi":"10.1016/j.engstruct.2020.111743","title":"Data-driven shear strength prediction of steel fiber reinforced concrete beams using machine learning approach","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":330,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; Lakehead University","funders":"","keywords":"Artificial neural network; Shear (geology); Compressive strength; AdaBoost; Structural engineering; Random forest; Support vector machine; Mean squared error; Volume fraction; Computer science; Materials science; Mathematics; Machine learning; Engineering; Composite material; Statistics","score_opus":0.018508666148983662,"score_gpt":0.22521096183661019,"score_spread":0.20670229568762652,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3131046868","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.72748804,0.00019258347,0.26961637,0.00015741291,0.000045631088,0.000030649142,0.0002770627,0.0009060785,0.0012861551],"genre_scores_gemma":[0.98699015,0.000028069451,0.0120690735,0.000014918425,0.000006850826,0.000022923914,0.00020117416,0.000013484192,0.0006533714],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99990714,0.0000149435145,0.0000054257066,0.000029135494,0.000026118058,0.000017196844],"domain_scores_gemma":[0.9994573,0.00026348664,0.000049900682,0.000034796944,0.00016959816,0.0000249673],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029633826,0.0005194549,0.00042957524,0.0004839217,0.000182986,0.00027033145,0.0005566162,0.0007583585,0.0007045963],"category_scores_gemma":[0.0008833905,0.00032876915,0.00046206237,0.00027344935,0.00022659915,0.0002843555,0.00025443133,0.0005221066,0.00022252412],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000060817063,0.00009164852,0.002247468,0.000019666983,0.000016892089,0.000035530615,0.000010465596,0.9648172,0.0047459737,0.00022714722,0.00023547244,0.027491726],"study_design_scores_gemma":[5.456614e-7,0.000003187476,0.00015499727,3.069237e-7,5.276097e-7,8.3183596e-7,5.421456e-7,0.9994541,0.00034310948,0.000032418007,0.000008797053,6.8403165e-7],"about_ca_topic_score_codex":0.009319468,"about_ca_topic_score_gemma":0.010052165,"teacher_disagreement_score":0.009319468,"about_ca_system_score_codex":0.00044514437,"about_ca_system_score_gemma":0.0005587371,"threshold_uncertainty_score":0.018530428},"labels":[],"label_agreement":null},{"id":"W3132658268","doi":"10.1016/j.engstruct.2021.112028","title":"Hybrid system of longitudinal CFRP laminates and GFRP wraps for strengthening of existing circular concrete columns","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"Natural Sciences and Engineering Research Council of Canada; Dalhousie University","keywords":"Fibre-reinforced plastic; Materials science; Structural engineering; Stiffness; Flexural strength; Deflection (physics); Composite material; Buckling; Flexural rigidity; Engineering","score_opus":0.013257186665830154,"score_gpt":0.22612593419964147,"score_spread":0.21286874753381133,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3132658268","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.85686165,0.00039516948,0.13545415,0.000031446507,0.000071005896,0.000044756005,0.00016529074,0.0011075797,0.0058688633],"genre_scores_gemma":[0.9757641,0.00008465836,0.022120416,0.000009300486,0.0000067754886,0.000026486287,0.000067264,0.000020544612,0.0019004577],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998846,0.000016255864,0.0000065459767,0.00003575419,0.000036053178,0.000020759828],"domain_scores_gemma":[0.99985504,0.00001269467,0.000024721936,0.000035056994,0.000051510688,0.000020992582],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017716172,0.00027412255,0.00024360023,0.00047752986,0.00025818284,0.00026061296,0.0003706805,0.00029204224,0.0017359846],"category_scores_gemma":[0.00016740068,0.00015094057,0.00019800816,0.0002412873,0.0001528151,0.00025896955,0.000327888,0.000118059164,0.0004573506],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005053819,0.00021017865,0.002592472,0.00016601449,0.000049888964,0.00025035904,0.00009878288,0.049621705,0.87229335,0.0014283624,0.00069247355,0.0720911],"study_design_scores_gemma":[0.00006282426,0.0020189667,0.010861258,0.000048158883,0.00020039047,0.00056834257,0.000121904806,0.2574795,0.7199199,0.00048647608,0.008181941,0.000050393744],"about_ca_topic_score_codex":0.00044784983,"about_ca_topic_score_gemma":0.001521231,"teacher_disagreement_score":0.0017359846,"about_ca_system_score_codex":0.00012235367,"about_ca_system_score_gemma":0.00023648256,"threshold_uncertainty_score":0.0058074594},"labels":[],"label_agreement":null},{"id":"W3132844659","doi":"10.1016/j.engstruct.2021.111905","title":"Extensible catenary approach in analyzing transmission line’s conductors under downbursts","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Catenary; Tower; Structural engineering; Span (engineering); Transmission line; Flexibility (engineering); Line (geometry); Electric power transmission; Finite element method; Electrical conductor; Plane (geometry); Computer science; Engineering; Electrical engineering; Geometry; Mathematics","score_opus":0.00886632906402783,"score_gpt":0.20880696736241333,"score_spread":0.1999406382983855,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3132844659","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.043312322,0.00008960318,0.94946027,0.00003833342,0.000043281234,0.000045858014,0.000060531944,0.000705491,0.006244218],"genre_scores_gemma":[0.74586564,0.00022569225,0.24200055,0.00006992959,0.000048713708,0.00010227375,0.00024371402,0.00033026148,0.011113226],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997962,0.000044524964,0.000012693257,0.000042852495,0.000075356074,0.000028312425],"domain_scores_gemma":[0.9997923,0.0000535906,0.000020604053,0.000057225403,0.00006127083,0.000015052339],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031153284,0.00060459704,0.0005085025,0.00078758446,0.0004506215,0.0010796197,0.0011841389,0.0007850612,0.003975129],"category_scores_gemma":[0.0005257602,0.00027148597,0.00073257036,0.0004529298,0.00045190897,0.00087866466,0.0010535738,0.0006284389,0.00078849954],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018942128,0.00019168922,0.004714397,0.00019911211,0.000099719626,0.0014650731,0.0005642755,0.72328943,0.0681702,0.052699264,0.0017876623,0.14662969],"study_design_scores_gemma":[0.0000035486062,0.000029567082,0.00034257994,0.000009261372,0.000009887103,0.00006178721,0.00006594242,0.9922098,0.002077596,0.0034222943,0.0017611203,0.000006576126],"about_ca_topic_score_codex":0.0022368482,"about_ca_topic_score_gemma":0.0021903652,"teacher_disagreement_score":0.003975129,"about_ca_system_score_codex":0.00020641048,"about_ca_system_score_gemma":0.00032246264,"threshold_uncertainty_score":0.013298094},"labels":[],"label_agreement":null},{"id":"W3132874766","doi":"10.1016/j.engstruct.2021.111948","title":"Experimental study on brace to HSS column connection using through-gusset plate","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Structural engineering; Flange; Column (typography); Engineering; Plate column; Deformation (meteorology); Connection (principal bundle); Materials science; Composite material; Physics","score_opus":0.016742668627069624,"score_gpt":0.2677802323934489,"score_spread":0.25103756376637926,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3132874766","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9949667,0.00004355525,0.0026597574,0.000021484891,0.000054972374,0.000037184072,0.000108554734,0.00014076201,0.0019670038],"genre_scores_gemma":[0.9955591,0.000033222583,0.0010357024,0.000008376226,0.0000074169557,0.000016825936,0.0000807544,0.000017351145,0.0032413749],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994747,0.00007103528,0.000020450709,0.00011108953,0.00022079879,0.00010193157],"domain_scores_gemma":[0.9992095,0.000167505,0.000067442576,0.00013173824,0.00032591072,0.000097901975],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032210653,0.00074586016,0.000476843,0.00061740685,0.00088281324,0.00032860055,0.0012368561,0.0007868384,0.013410182],"category_scores_gemma":[0.00079756434,0.0004420739,0.00040798285,0.0005064075,0.00069477875,0.00063800183,0.0004590593,0.0005221957,0.0012481207],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0022037867,0.0010096174,0.0038898145,0.00047738434,0.000045232136,0.00064568844,0.00075680006,0.007857968,0.956785,0.0007825343,0.0010079362,0.024538126],"study_design_scores_gemma":[0.00027561636,0.015078383,0.052509487,0.0000651887,0.00018962917,0.00045208234,0.0017172855,0.046745725,0.87702596,0.0003243837,0.0055187265,0.000097466596],"about_ca_topic_score_codex":0.0015387199,"about_ca_topic_score_gemma":0.0024515884,"teacher_disagreement_score":0.013410182,"about_ca_system_score_codex":0.00021385208,"about_ca_system_score_gemma":0.0004045609,"threshold_uncertainty_score":0.044861495},"labels":[],"label_agreement":null},{"id":"W3134855772","doi":"10.1016/j.engstruct.2021.112101","title":"Characterization of wind-induced pressure on membrane roofs based on full-scale wind tunnel testing","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":30,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"National Sleep Foundation","keywords":"Wind tunnel; Full scale; Structural engineering; Characterization (materials science); Engineering; Geotechnical engineering; Scale (ratio); Marine engineering; Wind engineering; Forensic engineering; Aerospace engineering; Materials science; Physics; Nanotechnology","score_opus":0.0076645207087647,"score_gpt":0.18673018607416642,"score_spread":0.17906566536540172,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3134855772","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9960238,0.000019216157,0.003223006,0.000010027279,0.000006616083,0.00001675577,0.00017376311,0.00006645232,0.0004603022],"genre_scores_gemma":[0.99869007,0.000016123111,0.00097623514,0.0000031293087,0.0000013135357,0.000013286017,0.000095171585,0.0000065811087,0.00019805806],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99969804,0.000026222224,0.000016017924,0.000042097985,0.00016633743,0.000051320065],"domain_scores_gemma":[0.999564,0.0001025147,0.00005312148,0.00007933721,0.00014885335,0.000052197403],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003499405,0.00033533032,0.0002653985,0.000285402,0.0003602954,0.00038217055,0.0004438903,0.0005547532,0.0016202643],"category_scores_gemma":[0.0005428668,0.00017426547,0.00027609314,0.00019428594,0.0004091805,0.0004598018,0.00033005202,0.00037448973,0.00022743594],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018800022,0.0001248308,0.007238125,0.000061086095,0.000011878659,0.00023114348,0.00013995715,0.006456878,0.9780934,0.00011394887,0.0001303349,0.007210477],"study_design_scores_gemma":[0.000035666828,0.0019020756,0.11912102,0.000028600181,0.000030542327,0.00038688976,0.0006386829,0.07128849,0.8052791,0.00015412089,0.0010923701,0.000042539392],"about_ca_topic_score_codex":0.0005467203,"about_ca_topic_score_gemma":0.0006805485,"teacher_disagreement_score":0.0016202643,"about_ca_system_score_codex":0.00013201327,"about_ca_system_score_gemma":0.0002332846,"threshold_uncertainty_score":0.005420327},"labels":[],"label_agreement":null},{"id":"W3136179671","doi":"10.1016/j.engstruct.2021.112091","title":"Numerical investigation into I-shape brace connections of conventional concentrically braced frames","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Brace; Braced frame; Flange; Finite element method; Engineering; Tension (geology); Seismic analysis; Stiffness; Brittleness; Buckling; Compression (physics); Frame (networking); Materials science; Mechanical engineering","score_opus":0.0050563345097871405,"score_gpt":0.20609234257717957,"score_spread":0.2010360080673924,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3136179671","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9292383,0.00026989207,0.0385803,0.00011034123,0.00005972188,0.000033873668,0.000099089004,0.00011152122,0.031497035],"genre_scores_gemma":[0.9957979,0.0000609627,0.0024845584,0.000008054027,0.0000045998554,0.00000855222,0.000023839844,0.000012765052,0.0015987778],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998405,0.000046985708,0.000004455291,0.000026094582,0.00003880858,0.000043155964],"domain_scores_gemma":[0.99956185,0.00017587176,0.00008431228,0.00003513888,0.00008855997,0.000054211363],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038340088,0.0005491061,0.0005630997,0.0006275423,0.00056565966,0.0008778328,0.00097366155,0.0012981169,0.004405863],"category_scores_gemma":[0.0014738308,0.00035474295,0.00029323163,0.00084731827,0.00096613367,0.0006277149,0.00043472808,0.0004063166,0.00038988327],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025101745,0.00010509719,0.0030333588,0.00008528418,0.000023443734,0.00043190768,0.00015127142,0.96527463,0.0083245,0.012617667,0.0005073028,0.009194504],"study_design_scores_gemma":[0.000014034906,0.000091107264,0.0010974878,0.000011670641,0.000008679727,0.000036320725,0.00013803782,0.9969668,0.0007299604,0.0005971377,0.0003018372,0.0000068378886],"about_ca_topic_score_codex":0.005391204,"about_ca_topic_score_gemma":0.0055620414,"teacher_disagreement_score":0.005391204,"about_ca_system_score_codex":0.00042660907,"about_ca_system_score_gemma":0.0005218151,"threshold_uncertainty_score":0.014739037},"labels":[],"label_agreement":null},{"id":"W3137139079","doi":"10.1016/j.engstruct.2021.112114","title":"Low-cycle fatigue performance of high-strength steel reinforcing bars considering the effect of inelastic buckling","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"University of British Columbia; Mitacs","keywords":"Rebar; Materials science; Structural engineering; Buckling; Bar (unit); Ultimate tensile strength; Strain (injury); Amplitude; Composite material; Fatigue limit; Stress (linguistics); Engineering","score_opus":0.004171881329494284,"score_gpt":0.19410569799574462,"score_spread":0.18993381666625034,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3137139079","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9971935,0.00009521503,0.001887349,0.000009767003,0.0000045494435,0.0000018420283,0.000013415164,0.000022142896,0.00077221065],"genre_scores_gemma":[0.99943537,0.000021124604,0.00017898706,0.0000015271441,0.0000012421397,0.0000011385673,0.000017631844,0.0000043825303,0.00033875136],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999306,0.000010456434,0.0000021528288,0.000011312615,0.000026784763,0.00001869245],"domain_scores_gemma":[0.99969673,0.000121735415,0.000039999322,0.000020277223,0.00009067278,0.00003059475],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018183512,0.0003057346,0.00022089956,0.0003896841,0.00025233778,0.00017373735,0.00033661904,0.00055446645,0.0013170657],"category_scores_gemma":[0.00047065568,0.00014409902,0.00031069756,0.00015313046,0.00026378804,0.0002704072,0.00012251326,0.00018880519,0.0002090646],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011501145,0.0002206583,0.01215753,0.0001940118,0.000058110665,0.00049113785,0.00021631426,0.38599375,0.5712078,0.0011912469,0.00031769465,0.026801588],"study_design_scores_gemma":[0.000016884149,0.00073930196,0.033171345,0.000015418018,0.000049765316,0.000107343214,0.00007350279,0.88232315,0.08290594,0.00025640687,0.00030958172,0.00003136849],"about_ca_topic_score_codex":0.004799695,"about_ca_topic_score_gemma":0.0075025917,"teacher_disagreement_score":0.004799695,"about_ca_system_score_codex":0.00033324034,"about_ca_system_score_gemma":0.00033786797,"threshold_uncertainty_score":0.009543538},"labels":[],"label_agreement":null},{"id":"W3139879310","doi":"10.1016/j.engstruct.2021.112242","title":"Effect of rebar self-stress on behavior of autoclaved aerated simply supported R/C thin beams subject to uniform transverse dead load","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Rebar; Transverse plane; Autoclaved aerated concrete; Composite material; Stress (linguistics); Structural engineering; Materials science; Subject (documents); Engineering; Computer science","score_opus":0.0031683326899869875,"score_gpt":0.20532944227813854,"score_spread":0.20216110958815156,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3139879310","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99908674,0.00005813388,0.00026759875,0.000011010361,0.00000693913,0.0000033995886,0.00006215076,0.000018329954,0.00048573554],"genre_scores_gemma":[0.9989483,0.00006045374,0.00016170564,0.000012965865,0.0000033005188,0.000003958561,0.0000662146,0.000012358905,0.0007307363],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998179,0.000023526256,0.000012792772,0.000033542565,0.000059120128,0.000053159605],"domain_scores_gemma":[0.9993376,0.00029585822,0.00009229931,0.000053377855,0.00013325507,0.00008746169],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035029513,0.00026322578,0.00030660388,0.00025964077,0.0002751437,0.00032213848,0.00034445428,0.00040653648,0.0039453544],"category_scores_gemma":[0.0007642938,0.00020123197,0.00024228434,0.0002345919,0.00058851653,0.0002805224,0.00021370468,0.00033056372,0.0003486872],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0022493482,0.00014072128,0.0022971418,0.000072788614,0.00002067188,0.0003034378,0.0003330528,0.005264414,0.98557615,0.0001483829,0.00010508294,0.0034887774],"study_design_scores_gemma":[0.00003056756,0.0012618286,0.020170663,0.000019984107,0.00003312364,0.00006793549,0.00033772405,0.017676216,0.9599401,0.000048374062,0.00038912302,0.000024469],"about_ca_topic_score_codex":0.0025654812,"about_ca_topic_score_gemma":0.002551706,"teacher_disagreement_score":0.0039453544,"about_ca_system_score_codex":0.00028853986,"about_ca_system_score_gemma":0.00030785048,"threshold_uncertainty_score":0.013198495},"labels":[],"label_agreement":null},{"id":"W3144630798","doi":"10.1016/j.engstruct.2021.112016","title":"Reliability assessment of existing transmission line towers considering mechanical model uncertainties","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":35,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Conselho Nacional de Desenvolvimento Científico e Tecnológico; Coordenação de Aperfeiçoamento de Pessoal de Nível Superior","keywords":"Slippage; Tower; Reliability (semiconductor); Context (archaeology); Structural engineering; Transmission tower; Network topology; Engineering; Reliability engineering; Transmission line; Progressive collapse; Electric power transmission; Nonlinear system; Topology (electrical circuits); Computer science; Reinforced concrete; Geology","score_opus":0.016983999269045997,"score_gpt":0.2675262257543563,"score_spread":0.2505422264853103,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3144630798","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90215963,0.00029132288,0.09493168,0.00011042446,0.000019560646,0.00002822603,0.0001710043,0.00018041459,0.0021076628],"genre_scores_gemma":[0.9985322,0.000026799185,0.001242353,0.0000014137587,0.0000027616559,0.0000035489359,0.000031159667,0.000005095226,0.00015463693],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994955,0.00022270311,0.000020379759,0.00007238404,0.0001363645,0.00005266046],"domain_scores_gemma":[0.9964457,0.0023763215,0.0003476958,0.00017875177,0.0005588473,0.00009270513],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013686657,0.0006001659,0.00045439368,0.00091314083,0.0002534701,0.0005161409,0.00067929045,0.00087468897,0.0008083862],"category_scores_gemma":[0.0043786997,0.0003621603,0.00053293415,0.00037479255,0.00037979204,0.00073071854,0.00035534258,0.0003758255,0.00011648845],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016375394,0.000020142988,0.0025877694,0.000031704363,0.000030493626,0.00015628042,0.000029771625,0.98893076,0.0022544551,0.0003793396,0.00008901254,0.0053266343],"study_design_scores_gemma":[0.0000045086085,0.000060995164,0.0017758242,0.000004505222,0.000019666817,0.00002256165,0.0000111747495,0.9973483,0.00052625744,0.00019628547,0.000025879692,0.000003897536],"about_ca_topic_score_codex":0.0046233064,"about_ca_topic_score_gemma":0.0036274665,"teacher_disagreement_score":0.0046233064,"about_ca_system_score_codex":0.00057266775,"about_ca_system_score_gemma":0.00037779566,"threshold_uncertainty_score":0.009192765},"labels":[],"label_agreement":null},{"id":"W3145349682","doi":"10.1016/j.engstruct.2021.112209","title":"Seismic performance of controlled-rocking concentrically braced frames designed by the equivalent energy procedure","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"National Natural Science Foundation of China","keywords":"Structural engineering; Dissipation; Braced frame; Seismic analysis; Frame (networking); Restoring force; Deformation (meteorology); Seismic retrofit; Energy (signal processing); Residual; Computer science; Engineering; Geology; Reinforced concrete; Mechanical engineering; Physics","score_opus":0.0037944373238490304,"score_gpt":0.1862468798293876,"score_spread":0.18245244250553855,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3145349682","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95535487,0.00008928789,0.039148863,0.000019705383,0.000022221973,0.000016698483,0.00006693964,0.000071536444,0.0052098404],"genre_scores_gemma":[0.9954111,0.00003092061,0.0033911753,0.000004313053,0.0000021010521,0.000009596232,0.000050272938,0.000008247742,0.0010922846],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99983466,0.000057235688,0.000005121513,0.000021737067,0.00005297496,0.000028294919],"domain_scores_gemma":[0.9997564,0.00009415103,0.00004145516,0.000030519815,0.00005239909,0.000024966484],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047048414,0.0006632604,0.00044847286,0.0002866026,0.00016817293,0.00032148036,0.00051321456,0.00059428083,0.002366948],"category_scores_gemma":[0.00053748715,0.0001482658,0.00026719252,0.00021949122,0.00042752305,0.00022590195,0.00021022298,0.00020319378,0.00027384437],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0037051856,0.00037063606,0.0029121507,0.00018782823,0.00010739376,0.00030106,0.00021548048,0.7140091,0.22288686,0.008548494,0.00052266766,0.046233147],"study_design_scores_gemma":[0.000114887516,0.001415113,0.005066209,0.000022145052,0.00006817307,0.000048971946,0.00008353105,0.9498696,0.041995432,0.0006721825,0.0006138564,0.000029971572],"about_ca_topic_score_codex":0.0017487179,"about_ca_topic_score_gemma":0.0014811617,"teacher_disagreement_score":0.002366948,"about_ca_system_score_codex":0.00025750263,"about_ca_system_score_gemma":0.00027372793,"threshold_uncertainty_score":0.007918298},"labels":[],"label_agreement":null},{"id":"W3145451772","doi":"10.1016/j.engstruct.2021.111999","title":"Collapse risk of controlled rocking steel braced frames considering buckling and yielding of capacity-protected frame members","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada; Canadian Institute of Steel Construction","keywords":"Structural engineering; Buckling; Mode (computer interface); Braced frame; Frame (networking); Fragility; Failure mode and effects analysis; Steel frame; Nonlinear system; Engineering; Computer science; Physics; Mechanical engineering","score_opus":0.005733075482444589,"score_gpt":0.18894876831788923,"score_spread":0.18321569283544464,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3145451772","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98019695,0.00012471393,0.0153804105,0.000073997806,0.000012550298,0.000019536521,0.00008818805,0.000041848933,0.004061788],"genre_scores_gemma":[0.99911326,0.000021511194,0.00030130288,0.000002219942,0.0000021853707,0.0000034453017,0.000022165032,0.0000041256885,0.00052979897],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99971503,0.00007597332,0.000007859677,0.000038242357,0.000060596343,0.000102311016],"domain_scores_gemma":[0.99868256,0.00078855985,0.00020586475,0.000052195606,0.00015204941,0.000118845324],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011317299,0.0006754176,0.000603842,0.0008990137,0.000440597,0.0008182294,0.0009194297,0.0010539377,0.0022102513],"category_scores_gemma":[0.0025055765,0.00037126066,0.0005579327,0.00039166972,0.00087712094,0.00061924494,0.00055970054,0.00047982132,0.00013009197],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027844287,0.00006314135,0.0031183262,0.000023238572,0.000034423083,0.00025573513,0.000028532784,0.9885861,0.002286779,0.003000677,0.00016639527,0.0021581834],"study_design_scores_gemma":[0.0000057805432,0.00008801908,0.0032574905,0.0000046337805,0.00002473763,0.00002917141,0.000046450343,0.9951343,0.00068664446,0.0006787468,0.000034818415,0.000009208591],"about_ca_topic_score_codex":0.010005916,"about_ca_topic_score_gemma":0.007914698,"teacher_disagreement_score":0.010005916,"about_ca_system_score_codex":0.0010371672,"about_ca_system_score_gemma":0.0006948678,"threshold_uncertainty_score":0.019895375},"labels":[],"label_agreement":null},{"id":"W3145655139","doi":"10.1016/j.engstruct.2021.112226","title":"Earth pressure distribution around flexible arch pipes","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Culvert; Lateral earth pressure; Trench; Arch; Finite element method; Engineering; Geotechnical engineering; Structural engineering; Stiffness; Parametric statistics; Excavation; Compaction; Bridge (graph theory); Geology; Civil engineering; Materials science","score_opus":0.004951745403096632,"score_gpt":0.19229418778086269,"score_spread":0.18734244237776607,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3145655139","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.994836,0.000028789862,0.0015134545,0.000022438446,0.000005391563,0.0000033065062,0.00008109297,0.000041627838,0.0034680802],"genre_scores_gemma":[0.99927264,0.000013740238,0.00007567683,0.0000015380422,0.0000025609834,9.4888867e-7,0.000038959144,0.0000037909242,0.0005902456],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999231,0.000009036372,0.0000020001728,0.000017614677,0.000022583208,0.000025629693],"domain_scores_gemma":[0.99973744,0.00012779277,0.000029273693,0.000016471904,0.000056851295,0.000032131673],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007193212,0.00014792729,0.00023882251,0.0005361928,0.00030998688,0.00040336157,0.0002591286,0.00035628304,0.0028268625],"category_scores_gemma":[0.00047469023,0.00012238215,0.00012536524,0.00046647326,0.0004983287,0.0003966635,0.00032731207,0.0002784809,0.00022803222],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.006958585,0.00039368105,0.06341021,0.00026868717,0.00010798131,0.0049648834,0.0014737037,0.4310202,0.43814114,0.009460814,0.002071235,0.041728932],"study_design_scores_gemma":[0.00017929892,0.0013210988,0.3589349,0.000027290911,0.0000820783,0.00068171055,0.0017183626,0.5238584,0.10862028,0.0023633153,0.0021160624,0.00009715866],"about_ca_topic_score_codex":0.0015280502,"about_ca_topic_score_gemma":0.00069764606,"teacher_disagreement_score":0.0028268625,"about_ca_system_score_codex":0.00020334203,"about_ca_system_score_gemma":0.00012141829,"threshold_uncertainty_score":0.009456813},"labels":[],"label_agreement":null},{"id":"W3155262134","doi":"10.1016/j.engstruct.2021.112274","title":"In-situ load testing of a WWII era timber Warren truss in the development of a structural health monitoring program","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"Canadian Armed Forces","keywords":"Truss; Orthotropic material; Structural engineering; Structural health monitoring; Stiffness; Engineering; Tension (geology); Strain gauge; Load testing; Nondestructive testing; Mechanical engineering; Finite element method; Compression (physics); Materials science; Composite material","score_opus":0.022846085255985967,"score_gpt":0.3117003845820569,"score_spread":0.28885429932607093,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3155262134","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9867923,0.00001422645,0.009473132,0.00005903024,0.000009896472,0.000045371035,0.00006805337,0.00007957929,0.003458292],"genre_scores_gemma":[0.9892602,0.0000137887755,0.007876245,0.000018016639,0.0000034640275,0.0000254701,0.0000453993,0.00001712851,0.0027402926],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997086,0.00006123276,0.000011127389,0.00004656841,0.00013551526,0.000037030968],"domain_scores_gemma":[0.9993967,0.00013873486,0.00004779009,0.000055272663,0.00029540795,0.00006611847],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046165273,0.00026375332,0.00016633162,0.00040798305,0.0007399688,0.00021663327,0.0006886471,0.00051351014,0.0015678045],"category_scores_gemma":[0.0006515271,0.00018068889,0.00012194949,0.00022869042,0.00043320944,0.0005546866,0.0003622116,0.00045111,0.0002949802],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005460057,0.0011736193,0.047378413,0.00007557093,0.000014593703,0.0006080544,0.0014410735,0.0083335005,0.891395,0.0006045885,0.00068929425,0.047740407],"study_design_scores_gemma":[0.00010184667,0.0063412874,0.20574997,0.000032232976,0.00008086694,0.000905062,0.0030590447,0.114419006,0.663431,0.00068301905,0.005137751,0.000058840873],"about_ca_topic_score_codex":0.0038777643,"about_ca_topic_score_gemma":0.026608896,"teacher_disagreement_score":0.0038777643,"about_ca_system_score_codex":0.00038750307,"about_ca_system_score_gemma":0.00033170305,"threshold_uncertainty_score":0.0077103972},"labels":[],"label_agreement":null},{"id":"W3156508822","doi":"10.1016/j.engstruct.2021.112059","title":"Shear stress distribution of unbonded reinforced elastomeric bearings after lift-off occurs","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Elastomer; Lift (data mining); Structural engineering; Finite element method; Shear stress; Materials science; Compatibility (geochemistry); Shear (geology); Bearing (navigation); Computer science; Composite material; Engineering","score_opus":0.0024213388850751146,"score_gpt":0.17857004237474317,"score_spread":0.17614870348966805,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3156508822","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993901,0.000011206953,0.0002110143,0.0000035517817,0.00000255053,7.531017e-7,0.000030590036,0.000011484706,0.00033868387],"genre_scores_gemma":[0.9995882,0.0000048368106,0.000048837715,0.0000014520081,0.0000010821066,6.931852e-7,0.000050881554,0.0000025427896,0.00030142453],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999218,0.000005946922,0.0000028930158,0.000014485247,0.000024949715,0.000029978199],"domain_scores_gemma":[0.99961287,0.00008938194,0.000090715155,0.000025402142,0.00009947721,0.00008224597],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000103820355,0.00020137016,0.0001759899,0.0004318937,0.00023257504,0.00023643498,0.00023137737,0.00027736244,0.0025594316],"category_scores_gemma":[0.00031938413,0.00011298716,0.00012805812,0.0002509321,0.00041450022,0.00023756278,0.00015901498,0.00019787812,0.00030904028],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0033119714,0.0003717526,0.03251921,0.000059338425,0.000032585427,0.0012700747,0.0005491109,0.012754457,0.92956424,0.0004168024,0.00042523028,0.018725235],"study_design_scores_gemma":[0.000056468263,0.002415226,0.4616932,0.000017223838,0.0000614802,0.0006028793,0.0010641102,0.083477266,0.4494933,0.00023590346,0.0008246531,0.000058313846],"about_ca_topic_score_codex":0.0014221253,"about_ca_topic_score_gemma":0.0013778934,"teacher_disagreement_score":0.0025594316,"about_ca_system_score_codex":0.00018824363,"about_ca_system_score_gemma":0.00013394328,"threshold_uncertainty_score":0.008562148},"labels":[],"label_agreement":null},{"id":"W3157760823","doi":"10.1016/j.engstruct.2021.112389","title":"Failure mode identification of column base plate connection using data-driven machine learning techniques","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":53,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"Canadian Institute of Steel Construction","keywords":"Connection (principal bundle); Failure mode and effects analysis; Naive Bayes classifier; Decision tree; Identification (biology); Mode (computer interface); AdaBoost; Support vector machine; Artificial intelligence; Column (typography); Computer science; Structural engineering; Base (topology); Embedment; Random forest; Engineering; Pattern recognition (psychology); Machine learning; Mathematics","score_opus":0.012345027363170702,"score_gpt":0.24069778672251635,"score_spread":0.22835275935934565,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3157760823","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16784593,0.00013208594,0.8292053,0.00005772565,0.000027810911,0.00005410498,0.00020616852,0.0014138897,0.0010569603],"genre_scores_gemma":[0.95274943,0.000043374755,0.045495618,0.000016158621,0.000008059528,0.000054374406,0.00022800361,0.000040623618,0.0013642968],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99986815,0.000018652392,0.0000057652396,0.00004137847,0.000048056474,0.000018084897],"domain_scores_gemma":[0.99933344,0.00032186043,0.00007585985,0.000051598392,0.00019377495,0.000023317627],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027598182,0.0007447288,0.00041474763,0.0008726881,0.0003328685,0.00038515564,0.0006809634,0.00057273294,0.001699858],"category_scores_gemma":[0.0013384683,0.00031369898,0.00035433634,0.00036966047,0.0002921996,0.0004062982,0.00033682384,0.00061723095,0.0005110779],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020292803,0.00012517066,0.006766381,0.00008261433,0.000057056342,0.00018632329,0.00007601619,0.78336835,0.024460334,0.0012160892,0.0009942835,0.18246442],"study_design_scores_gemma":[9.1363586e-7,0.000009936031,0.0006026663,0.000001782066,0.0000020653174,0.000012617888,0.0000040077753,0.9976363,0.0014663546,0.00020662179,0.000054060354,0.0000025780007],"about_ca_topic_score_codex":0.0057417857,"about_ca_topic_score_gemma":0.008468643,"teacher_disagreement_score":0.0057417857,"about_ca_system_score_codex":0.00033851442,"about_ca_system_score_gemma":0.0005385274,"threshold_uncertainty_score":0.011416733},"labels":[],"label_agreement":null},{"id":"W3158391117","doi":"10.1016/j.engstruct.2021.112374","title":"Modeling structural behavior of reinforced-concrete pipe with single, double and triple cage reinforcement","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Reinforcement; Structural engineering; Finite element method; Cage; Deflection (physics); Full scale; Parametric statistics; Nonlinear system; Engineering; Mathematics","score_opus":0.00782015537397802,"score_gpt":0.19415223639124796,"score_spread":0.18633208101726995,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3158391117","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9365624,0.00012905087,0.04881722,0.00017879708,0.000034112538,0.000044373082,0.00021619043,0.00024554422,0.013772227],"genre_scores_gemma":[0.99220395,0.00005071273,0.004239119,0.0000125693505,0.0000063237694,0.000021844497,0.00008123037,0.000031090636,0.0033532083],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999913,0.000021324038,0.000003352514,0.000017490178,0.00002119218,0.000023616436],"domain_scores_gemma":[0.99960893,0.00020996154,0.000060938186,0.000021719354,0.00005916389,0.00003946242],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024241976,0.00046643062,0.00044449305,0.0003564624,0.00037219992,0.000606321,0.0011316211,0.0015574701,0.0023214149],"category_scores_gemma":[0.00077503495,0.0005245396,0.00065071974,0.0003207866,0.0006198206,0.0004984689,0.0003205934,0.0004433539,0.00021753239],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001056361,0.000018203122,0.00038594342,0.0000060202724,0.000003428436,0.00002088663,0.000009177491,0.99774444,0.0007722992,0.00050044945,0.000036152927,0.00049243466],"study_design_scores_gemma":[0.0000015798292,0.000005250522,0.000108738735,5.845263e-7,0.0000012296613,0.0000020746472,0.0000033973547,0.9996669,0.00012411202,0.00006146118,0.000023878301,8.5565165e-7],"about_ca_topic_score_codex":0.021247998,"about_ca_topic_score_gemma":0.013908552,"teacher_disagreement_score":0.021247998,"about_ca_system_score_codex":0.0007555618,"about_ca_system_score_gemma":0.00095081836,"threshold_uncertainty_score":0.042248607},"labels":[],"label_agreement":null},{"id":"W3158812888","doi":"10.1016/j.engstruct.2021.112270","title":"Experimental determination of the pull-out strength of mechanically fastened steel rods into glulam beam sections having different rod lengths and washer sizes","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"","keywords":"Washer; Embedment; Rod; Materials science; Beam (structure); Composite material; Failure mode and effects analysis; Tension (geology); Structural engineering; Breakage; Ultimate tensile strength; Engineering","score_opus":0.005922680636769342,"score_gpt":0.1991145183756224,"score_spread":0.19319183773885307,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3158812888","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99588376,0.00009450676,0.0030320322,0.000016671987,0.000012020813,0.00001669251,0.00011261187,0.00003032405,0.0008013303],"genre_scores_gemma":[0.996563,0.000078089186,0.0022928312,0.000014706551,0.000004014517,0.000017397651,0.00010526925,0.000013842047,0.00091084227],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99965835,0.000038344482,0.00003030216,0.00007139773,0.00011508518,0.000086475666],"domain_scores_gemma":[0.99808264,0.0008328407,0.000307261,0.00020643014,0.00044373414,0.00012725593],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005659428,0.00064418087,0.00021439289,0.00021427762,0.0005098286,0.00018747771,0.00041881087,0.00064600655,0.0025285892],"category_scores_gemma":[0.0011570113,0.0003119272,0.00028646816,0.00023893893,0.00061297714,0.00043343563,0.00028173332,0.0006518554,0.00031846616],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016230215,0.00004647596,0.00041462126,0.000028935568,0.000004035805,0.000016400896,0.000050995008,0.00015218678,0.998175,0.000035675264,0.000011499538,0.00090184377],"study_design_scores_gemma":[0.000008607029,0.0006287547,0.0073982957,0.00000420235,0.000011143688,0.000020187485,0.000051157476,0.00051071565,0.991189,0.0000147679575,0.00015762843,0.000005568638],"about_ca_topic_score_codex":0.0011349645,"about_ca_topic_score_gemma":0.0021759598,"teacher_disagreement_score":0.0025285892,"about_ca_system_score_codex":0.0002633342,"about_ca_system_score_gemma":0.00029347776,"threshold_uncertainty_score":0.008458912},"labels":[],"label_agreement":null},{"id":"W3159115493","doi":"10.1016/j.engstruct.2021.112314","title":"High-order finite element model of bridge rubber bearings for the prediction of buckling and shear failure","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Elasticity and Material Modeling","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Structural engineering; Finite element method; Ogden; Buckling; Bearing (navigation); Shear (geology); Calibration; Bridge (graph theory); Natural rubber; Engineering; Computer science; Geology; Materials science; Mathematics","score_opus":0.008942549027221264,"score_gpt":0.1846594682222056,"score_spread":0.17571691919498433,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3159115493","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.19956028,0.0005661274,0.7782988,0.00026729752,0.00012581874,0.00012882087,0.00080802344,0.0012290878,0.01901579],"genre_scores_gemma":[0.94544786,0.00029929122,0.041152846,0.00006264344,0.000023740946,0.00022695126,0.0005011844,0.00014701618,0.012138468],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991155,0.000021570142,0.000004905574,0.0000134402535,0.000037211794,0.000011404017],"domain_scores_gemma":[0.9997898,0.00009571262,0.000021862115,0.000026686224,0.000048301546,0.000017709817],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021965287,0.0004158284,0.0007564008,0.0004953905,0.00042734784,0.0005050496,0.0012093973,0.0015241527,0.003889007],"category_scores_gemma":[0.0006344114,0.00048222326,0.0006226704,0.00035217262,0.0003523459,0.00044943346,0.0003099863,0.00060802314,0.0008306226],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013159464,0.000026694222,0.00015905703,0.00001765508,0.0000059760237,0.000027513051,0.00001436605,0.99402666,0.0021115781,0.0011317752,0.00015612542,0.0023093587],"study_design_scores_gemma":[0.0000018395805,0.000005825721,0.000080280675,0.0000013418211,0.0000013610683,0.00000425358,0.0000020624339,0.9994715,0.00016433783,0.00014100436,0.0001248428,0.0000013947144],"about_ca_topic_score_codex":0.0086093955,"about_ca_topic_score_gemma":0.008072298,"teacher_disagreement_score":0.0086093955,"about_ca_system_score_codex":0.0004178727,"about_ca_system_score_gemma":0.00091629586,"threshold_uncertainty_score":0.017118573},"labels":[],"label_agreement":null},{"id":"W3162057334","doi":"10.1016/j.engstruct.2021.112456","title":"Seismic performance assessment of novel self-centering friction-based eccentrically braced frames","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"OpenSees; Dissipation; Structural engineering; Bracing; Residual; Engineering; Braced frame; Stiffness; Damper; Nonlinear system; Geotechnical engineering; Frame (networking); Brace; Finite element method; Computer science; Mechanical engineering","score_opus":0.0048564663084184586,"score_gpt":0.21145074363573949,"score_spread":0.20659427732732102,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3162057334","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95657825,0.00017679573,0.039674252,0.000025720205,0.0000265862,0.000016378768,0.00006618318,0.00009065842,0.0033451326],"genre_scores_gemma":[0.99538136,0.00006904311,0.0035592911,0.000004630142,0.000002573378,0.000007103434,0.000045496527,0.0000058579953,0.00092465663],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99982977,0.000023268236,0.000007296122,0.00002678735,0.00008020192,0.00003265408],"domain_scores_gemma":[0.9997079,0.000054843862,0.00006079886,0.000032971515,0.00010132172,0.000042240114],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002869553,0.00058068446,0.0005763186,0.00045164782,0.00022327605,0.00042844095,0.00085080235,0.00056302024,0.0014257086],"category_scores_gemma":[0.00047268835,0.00015919097,0.00021906513,0.0004058594,0.00034347645,0.00030948373,0.00027635437,0.00021365928,0.00034427425],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.004624952,0.0006408902,0.007976602,0.00035877558,0.00011741259,0.0008090682,0.0002632143,0.44133863,0.43587595,0.004617108,0.0008909147,0.10248643],"study_design_scores_gemma":[0.000056695055,0.0019453923,0.010298553,0.000026175469,0.00007143344,0.00017307705,0.0001208209,0.9235417,0.062193386,0.0002643029,0.0012796244,0.000028732751],"about_ca_topic_score_codex":0.0015268145,"about_ca_topic_score_gemma":0.0022772416,"teacher_disagreement_score":0.0015268145,"about_ca_system_score_codex":0.0003176187,"about_ca_system_score_gemma":0.00030207814,"threshold_uncertainty_score":0.004769504},"labels":[],"label_agreement":null},{"id":"W3166362202","doi":"10.1016/j.engstruct.2021.112557","title":"Effect of soil-structure interaction on wind-induced responses of supertall buildings with large pile groups","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"National Natural Science Foundation of China","keywords":"Displacement (psychology); Root mean square; Natural frequency; Structural engineering; Pile; Acceleration; Damping ratio; Soil structure interaction; Geotechnical engineering; Mechanics; Geology; Engineering; Physics; Finite element method; Acoustics; Vibration; Classical mechanics","score_opus":0.003027672649800956,"score_gpt":0.20790575567818018,"score_spread":0.20487808302837923,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3166362202","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99837744,0.000011173731,0.00087305857,0.0000068514632,0.0000032339494,0.0000024491392,0.000020261377,0.000015830734,0.0006897441],"genre_scores_gemma":[0.9996828,0.0000062706395,0.00009796021,0.0000023766868,6.907272e-7,0.0000014205901,0.000019859639,0.0000035001297,0.00018506321],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99983644,0.00003453869,0.000004599812,0.000018743309,0.0000397998,0.00006578401],"domain_scores_gemma":[0.9993837,0.00034946273,0.0000549065,0.00003376925,0.00008127681,0.00009687853],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001695963,0.0003162225,0.0002373278,0.00024359698,0.00024188645,0.0002807343,0.00028564944,0.0004749991,0.0029759915],"category_scores_gemma":[0.0007138501,0.00018754386,0.00026387707,0.0002183505,0.0003241085,0.00019843683,0.00031592205,0.00028015944,0.00032981267],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0040216534,0.00047433996,0.013231068,0.00015890808,0.00007340632,0.00096915103,0.00032356186,0.2123803,0.75500107,0.00034352686,0.0002948698,0.012728084],"study_design_scores_gemma":[0.000088145236,0.0025424378,0.16769277,0.000032473832,0.00012020115,0.0004054813,0.0010141534,0.5284609,0.2986585,0.00026136977,0.0006630812,0.000060394206],"about_ca_topic_score_codex":0.0011153128,"about_ca_topic_score_gemma":0.0014529548,"teacher_disagreement_score":0.0029759915,"about_ca_system_score_codex":0.00019992862,"about_ca_system_score_gemma":0.00015517327,"threshold_uncertainty_score":0.009955704},"labels":[],"label_agreement":null},{"id":"W3166584930","doi":"10.1016/j.engstruct.2021.112647","title":"Analytical and numerical investigation of natural rubber bearings incorporating U-shaped dampers behaviour for seismic isolation","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Elasticity and Material Modeling","field":"Engineering","cited_by":44,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure","funders":"","keywords":"Dissipation; Structural engineering; Damper; Nonlinear system; Vibration; Engineering; Sizing; Reduction (mathematics); Natural rubber; Hysteresis; Materials science; Mathematics","score_opus":0.007783489781546209,"score_gpt":0.20565204467766757,"score_spread":0.19786855489612135,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3166584930","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91678405,0.00043384242,0.06067291,0.00013860196,0.000041585663,0.000033793753,0.00007157154,0.00034774118,0.021475872],"genre_scores_gemma":[0.9920306,0.00008669269,0.0059772544,0.000006605804,0.000005206167,0.0000072526977,0.000015562071,0.000013339192,0.0018575497],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991035,0.00002054544,0.0000031921566,0.000009469374,0.00004050824,0.0000159164],"domain_scores_gemma":[0.9996581,0.00016769323,0.000058515976,0.000029802475,0.00006189166,0.00002399586],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002629877,0.00028113686,0.00032774176,0.00036081768,0.00022419843,0.00032949555,0.00053483277,0.00045374746,0.0021633203],"category_scores_gemma":[0.00088053074,0.0001921531,0.00021724243,0.00024252334,0.0005525131,0.00029951724,0.00021878668,0.00019013303,0.0002696606],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004606641,0.00033424175,0.002157607,0.0003076021,0.00002971658,0.00047377698,0.00027656677,0.8118258,0.14346364,0.010575674,0.0008852805,0.029209413],"study_design_scores_gemma":[0.000010291314,0.00012117849,0.00064586295,0.000005888977,0.0000068647573,0.000059659196,0.000041652922,0.99403906,0.004364138,0.00021755122,0.00048132756,0.000006527287],"about_ca_topic_score_codex":0.000997093,"about_ca_topic_score_gemma":0.0016665673,"teacher_disagreement_score":0.0021633203,"about_ca_system_score_codex":0.00023495429,"about_ca_system_score_gemma":0.00032403247,"threshold_uncertainty_score":0.007237017},"labels":[],"label_agreement":null},{"id":"W3169427450","doi":"10.1016/j.engstruct.2021.112565","title":"Experimental and analytical study on the cyclic response of replaceable corrugated steel plate links","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Fundamental Research Funds for the Central Universities; National Key Research and Development Program of China; National University's Basic Research Foundation of China; State Key Laboratory of Coastal and Offshore Engineering; National Natural Science Foundation of China","keywords":"Structural engineering; Finite element method; Dissipation; Stiffness; Nonlinear system; Yield (engineering); Ductility (Earth science); Ultimate load; Seismic loading; Materials science; Engineering; Composite material","score_opus":0.010970689614965369,"score_gpt":0.2359844593186478,"score_spread":0.22501376970368245,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3169427450","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99625313,0.00005923174,0.002374008,0.000013905581,0.000011778508,0.000011573352,0.00007256561,0.00004574735,0.0011580313],"genre_scores_gemma":[0.9983859,0.000032050953,0.00068164,0.000004563984,0.000004688584,0.000007427652,0.000042692915,0.000005594732,0.00083549053],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996879,0.00004721209,0.000008192487,0.000042822605,0.00015456836,0.00005934307],"domain_scores_gemma":[0.9989761,0.0004488863,0.00010994417,0.0001388771,0.00027949532,0.000046715442],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029638063,0.0003948516,0.00022187392,0.00041630695,0.00031657572,0.00014919741,0.0007137722,0.0006394964,0.0036515254],"category_scores_gemma":[0.0011266662,0.00018625276,0.00019184462,0.00035263607,0.00050015206,0.00031847984,0.0002229599,0.00028036328,0.00033431014],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007217536,0.000475879,0.0013041106,0.000113975715,0.000011819437,0.00016320555,0.00024349951,0.008612705,0.9781652,0.00031495164,0.00019549135,0.009677399],"study_design_scores_gemma":[0.000093032,0.0068070935,0.025921369,0.000019963047,0.000050844974,0.000362851,0.0005150443,0.103713684,0.8600659,0.00024060806,0.0021615762,0.00004802863],"about_ca_topic_score_codex":0.00082059816,"about_ca_topic_score_gemma":0.0010414732,"teacher_disagreement_score":0.0036515254,"about_ca_system_score_codex":0.000197669,"about_ca_system_score_gemma":0.00014987441,"threshold_uncertainty_score":0.012215555},"labels":[],"label_agreement":null},{"id":"W3170599955","doi":"10.1016/j.engstruct.2021.112634","title":"Identifying and selecting critical connections for seismic response of steel moment resisting frames","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Fragility; Structural engineering; Moment (physics); Hinge; Beam (structure); Frame (networking); Joint (building); Rotation (mathematics); Displacement (psychology); Seismic loading; Progressive collapse; Column (typography); Ductility (Earth science); Deformation (meteorology); Plastic hinge; Engineering; Earthquake engineering; Connection (principal bundle); Creep; Geology; Mathematics; Geometry; Reinforced concrete; Materials science; Mechanical engineering; Physics","score_opus":0.010936519451019807,"score_gpt":0.25487944129165024,"score_spread":0.24394292184063043,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3170599955","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8699708,0.000069022,0.12738548,0.000027287886,0.000007783013,0.000038402974,0.000054236934,0.00026844762,0.0021786303],"genre_scores_gemma":[0.9908084,0.000019591538,0.008841406,0.000001647673,0.0000017138628,0.00001118434,0.000032991135,0.0000133673275,0.000269655],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99982905,0.000051085743,0.0000072767157,0.000033459422,0.000044713066,0.000034351753],"domain_scores_gemma":[0.9993492,0.00031293504,0.00013011365,0.00003488062,0.00012277206,0.000050094386],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039107425,0.0010864763,0.0003904112,0.001452528,0.00050955947,0.0005815033,0.00054663746,0.00076169445,0.0020836985],"category_scores_gemma":[0.0020165883,0.00035206118,0.00020602705,0.00038100523,0.00038553454,0.00058159337,0.0002953446,0.00024801126,0.00031741042],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013068801,0.00038345682,0.018965837,0.00026553829,0.000042573203,0.00061705423,0.00045412846,0.38329294,0.45209694,0.0053405636,0.00092313235,0.13631102],"study_design_scores_gemma":[0.00002471331,0.0006116697,0.010620992,0.000024790097,0.00004265677,0.000088874585,0.00034725398,0.9139555,0.07195661,0.0017100559,0.00059352396,0.000023400948],"about_ca_topic_score_codex":0.0015243406,"about_ca_topic_score_gemma":0.0037371223,"teacher_disagreement_score":0.0020836985,"about_ca_system_score_codex":0.00035963499,"about_ca_system_score_gemma":0.000530275,"threshold_uncertainty_score":0.006970644},"labels":[],"label_agreement":null},{"id":"W3170865146","doi":"10.1016/j.engstruct.2021.112538","title":"Axial load–moment interaction diagram of full-scale circular LWSCC columns reinforced with BFRP and GFRP bars and spirals: Experimental and theoretical investigations","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":42,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Fibre-reinforced plastic; Structural engineering; Reinforcement; Materials science; Concentric; Flexural strength; Composite material; Moment (physics); Eccentricity (behavior); Interaction overview diagram; Engineering; Geometry; Mathematics; Computer science","score_opus":0.005123881842374586,"score_gpt":0.20870281198645352,"score_spread":0.20357893014407893,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3170865146","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9912956,0.0000421764,0.002340111,0.00003859407,0.0000038157,0.000008988185,0.00024574535,0.0002019342,0.0058231144],"genre_scores_gemma":[0.9986945,0.000012246712,0.0003660636,0.000005541482,0.0000012462814,0.000005482263,0.00007720646,0.000010871136,0.000826896],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99985313,0.000013758557,0.0000045646498,0.000023661145,0.00006850329,0.000036370235],"domain_scores_gemma":[0.9995043,0.00021279219,0.000073777075,0.00003309903,0.0001082312,0.00006785284],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013275845,0.0002293702,0.00022619721,0.00076554535,0.00044106477,0.00022799765,0.00048361393,0.00055209646,0.00825042],"category_scores_gemma":[0.0002511717,0.00022007756,0.00019995187,0.00041974435,0.0006841805,0.0002946797,0.00020043518,0.0002792796,0.00054204214],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015993456,0.0005156657,0.011856074,0.00022266328,0.000038327213,0.0009885284,0.00082130387,0.1126276,0.8442952,0.0027401638,0.0019402062,0.022354819],"study_design_scores_gemma":[0.00009533359,0.00093839347,0.19998333,0.0000423062,0.00006226555,0.000473389,0.0011004305,0.5722868,0.22109823,0.0010514702,0.002761437,0.00010673548],"about_ca_topic_score_codex":0.0037577085,"about_ca_topic_score_gemma":0.004513834,"teacher_disagreement_score":0.00825042,"about_ca_system_score_codex":0.0003427934,"about_ca_system_score_gemma":0.00024463178,"threshold_uncertainty_score":0.027600408},"labels":[],"label_agreement":null},{"id":"W3173571921","doi":"10.1016/j.engstruct.2021.112737","title":"Buckling and free vibration of laser-welded web-core sandwich panels: Extreme sensitivity to variation of weld rotational stiffness","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada; University of British Columbia","keywords":"Stiffness; Structural engineering; Welding; Materials science; Finite element method; Sandwich-structured composite; Core (optical fiber); Shear (geology); Buckling; Deformation (meteorology); Composite material; Engineering","score_opus":0.01001350682252887,"score_gpt":0.20098701631515353,"score_spread":0.19097350949262465,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3173571921","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9953616,0.00003945723,0.0037170518,0.000017104292,0.0000028560678,0.0000023711373,0.000019392777,0.000033792683,0.00080640387],"genre_scores_gemma":[0.99960214,0.0000061484366,0.00017227502,0.0000027698563,7.8551665e-7,0.0000013623968,0.000009099453,0.000004305789,0.00020119354],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998919,0.000020223144,0.000003086113,0.000020993835,0.000035930934,0.000027932992],"domain_scores_gemma":[0.9994911,0.00031169178,0.00006097326,0.000041266332,0.000046126053,0.00004882813],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020711821,0.00017265501,0.00020159419,0.00023124283,0.00018688981,0.00022884006,0.00026633206,0.00037163636,0.0012725209],"category_scores_gemma":[0.0006598498,0.00016634019,0.00019703222,0.00012061134,0.0004526454,0.00023043837,0.00023349268,0.00028548937,0.00014676957],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00091748376,0.000111157606,0.006036383,0.000064235304,0.000032119537,0.00046795688,0.0003451427,0.06566115,0.91492033,0.0009522255,0.00016310293,0.010328729],"study_design_scores_gemma":[0.000039991974,0.00047188817,0.08830224,0.000016510698,0.000028975075,0.00038028712,0.00023300732,0.7108716,0.19843775,0.00088721846,0.000264727,0.000065741224],"about_ca_topic_score_codex":0.00090461574,"about_ca_topic_score_gemma":0.0010271712,"teacher_disagreement_score":0.0012725209,"about_ca_system_score_codex":0.00019774893,"about_ca_system_score_gemma":0.00012004692,"threshold_uncertainty_score":0.0042570233},"labels":[],"label_agreement":null},{"id":"W3175916230","doi":"10.1016/j.engstruct.2021.112701","title":"Bond behavior of high-performance fiber reinforced concrete (HPFRC) under direct tension pullout","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"","keywords":"Materials science; Fiber-reinforced concrete; Composite material; Structural engineering; Tension (geology); Bond strength; Curvature; Flexural strength; Cementitious; Strain hardening exponent; Bar (unit); Digital image correlation; Ultimate tensile strength; Fiber; Cement; Engineering; Adhesive","score_opus":0.006675704536168152,"score_gpt":0.20071010448592677,"score_spread":0.19403439994975863,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3175916230","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99868935,0.00005886756,0.00031261658,0.000010703008,0.00000468017,0.0000034488255,0.00007020982,0.000021591784,0.00082853605],"genre_scores_gemma":[0.99853516,0.00003518071,0.00012368914,0.000005292778,0.0000014623441,0.0000026094376,0.00006236884,0.0000064244427,0.0012278056],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998344,0.000010060603,0.0000044176763,0.000038105656,0.0000752658,0.00003778021],"domain_scores_gemma":[0.9996113,0.00010985848,0.00007081777,0.000025996063,0.0001122978,0.000069827904],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016934422,0.0002558188,0.00015682826,0.00030449076,0.0003225463,0.00022474806,0.00022526016,0.00048227658,0.0036917797],"category_scores_gemma":[0.00056563574,0.00018074662,0.00013010437,0.00019361908,0.00029941418,0.0002919067,0.00018732047,0.00035316558,0.00035418101],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00060627365,0.00008385464,0.0032695595,0.000035557798,0.000012281766,0.00022940603,0.0003248741,0.0052098595,0.98579794,0.00020896504,0.0001653882,0.004056063],"study_design_scores_gemma":[0.000022855818,0.0010358928,0.053678054,0.00001392405,0.000039126822,0.0001476773,0.00041362495,0.042954512,0.90038276,0.00008360965,0.0011977655,0.000030117277],"about_ca_topic_score_codex":0.004726009,"about_ca_topic_score_gemma":0.00617067,"teacher_disagreement_score":0.004726009,"about_ca_system_score_codex":0.0003050562,"about_ca_system_score_gemma":0.00022623279,"threshold_uncertainty_score":0.012350261},"labels":[],"label_agreement":null},{"id":"W3176595853","doi":"10.1016/j.engstruct.2021.112709","title":"A novel SMA-magnetorheological hybrid bracing system for seismic control","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Vibration Control and Rheological Fluids","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Bracing; Magnetorheological fluid; SMA*; Structural engineering; Dissipation; Actuator; Shape-memory alloy; Engineering; Damper; Smart material; Computer science; Brace; Materials science; Artificial intelligence; Electrical engineering","score_opus":0.005612274128925511,"score_gpt":0.18095528276333658,"score_spread":0.17534300863441107,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3176595853","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.19289091,0.0013438163,0.77157193,0.00041566353,0.00074457657,0.00018614974,0.0002410602,0.0035093462,0.029096559],"genre_scores_gemma":[0.95482475,0.0001724651,0.033765495,0.00012032691,0.00008930015,0.000104785984,0.00010414499,0.000029004594,0.010789549],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999846,0.000020048796,0.000011497255,0.00003850061,0.000058615675,0.000025304664],"domain_scores_gemma":[0.9998808,0.000015058266,0.000020046073,0.000017764816,0.000049630456,0.000016729995],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001398342,0.00044278643,0.00047181232,0.00035666753,0.00052496674,0.00038168125,0.0010163181,0.00039694377,0.005170465],"category_scores_gemma":[0.00014513724,0.000166965,0.00016866867,0.00023207198,0.00018214955,0.00042173287,0.0004076819,0.00018181448,0.0012545389],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00091934094,0.0001764399,0.0010323514,0.00045751611,0.00008387048,0.00036979935,0.00012950519,0.011845277,0.72835153,0.0036745975,0.004508566,0.24845126],"study_design_scores_gemma":[0.0003695049,0.0025679884,0.0072862473,0.000109834895,0.0001933239,0.0014690156,0.00017176717,0.6494323,0.27364618,0.0023082115,0.062284995,0.00016068036],"about_ca_topic_score_codex":0.00061245594,"about_ca_topic_score_gemma":0.0018984716,"teacher_disagreement_score":0.005170465,"about_ca_system_score_codex":0.00013405176,"about_ca_system_score_gemma":0.0002862042,"threshold_uncertainty_score":0.01729691},"labels":[],"label_agreement":null},{"id":"W3176724374","doi":"10.1016/j.engstruct.2021.112648","title":"Structural behavior of FRCC layered deep beams reinforced with GFRP headed-end bars","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"Natural Sciences and Engineering Research Council of Canada; University of Manitoba","keywords":"Structural engineering; Fibre-reinforced plastic; Composite material; Materials science; Engineering","score_opus":0.006600228590208267,"score_gpt":0.20346314520907063,"score_spread":0.19686291661886238,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3176724374","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986451,0.000019327903,0.00038988108,0.000007537035,0.0000017677287,0.0000015155266,0.000060917995,0.000026771486,0.0008471939],"genre_scores_gemma":[0.99898356,0.000012440951,0.0001597353,0.0000029029172,4.6124487e-7,0.0000014461742,0.00006539351,0.0000033871802,0.0007707499],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99986506,0.000011083797,0.00000353461,0.000022047096,0.000055778277,0.00004247825],"domain_scores_gemma":[0.99969065,0.0000756475,0.00005906347,0.000026317506,0.00009595289,0.000052418785],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001339563,0.00022464394,0.00016514762,0.00034631716,0.0002375193,0.00016222731,0.00040160737,0.0004691198,0.001921546],"category_scores_gemma":[0.0004195211,0.0001978704,0.00015489728,0.00017979316,0.00039702494,0.00017932233,0.00020138612,0.0002665584,0.00032451816],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006137881,0.00016836087,0.010257312,0.00006343891,0.000029486278,0.00039669598,0.0003622037,0.13400373,0.8433896,0.00097269006,0.00046106052,0.009281669],"study_design_scores_gemma":[0.00003258676,0.0016473271,0.16753179,0.000037817787,0.000050561644,0.00024195305,0.0007025191,0.46191716,0.36629257,0.000367554,0.001113544,0.00006471646],"about_ca_topic_score_codex":0.0055084927,"about_ca_topic_score_gemma":0.00574899,"teacher_disagreement_score":0.0055084927,"about_ca_system_score_codex":0.00031145028,"about_ca_system_score_gemma":0.00023003294,"threshold_uncertainty_score":0.01095283},"labels":[],"label_agreement":null},{"id":"W3180003434","doi":"10.1016/j.engstruct.2021.112774","title":"Behavior and punching capacity of flat slabs with the rational use of UHPFRC: NLFEA and analytical predictions","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":34,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Conselho Nacional de Desenvolvimento Científico e Tecnológico; Fundação de Amparo à Pesquisa do Estado de São Paulo","keywords":"Punching; Slab; Structural engineering; Finite element method; Reinforcement; Ultimate tensile strength; Materials science; Shear (geology); Engineering; Composite material","score_opus":0.01240614481980153,"score_gpt":0.20319256136190958,"score_spread":0.19078641654210804,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3180003434","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98849386,0.000062591156,0.006723318,0.000055894754,0.0000054851016,0.000010264929,0.00012561829,0.00011887687,0.004404065],"genre_scores_gemma":[0.9985183,0.000013519338,0.00084191095,0.0000041762496,5.909178e-7,0.0000043172627,0.000039304345,0.000010539821,0.0005674329],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998024,0.00002957152,0.000006704974,0.000038501534,0.00005487479,0.000068060595],"domain_scores_gemma":[0.99876887,0.0005878271,0.00015539762,0.00019468767,0.00020240531,0.00009079741],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039489134,0.00028533372,0.00025078453,0.00057801406,0.00040305773,0.00044084634,0.000716657,0.00061882107,0.0035642802],"category_scores_gemma":[0.0022452895,0.00030106722,0.00021157991,0.00040241654,0.0008199348,0.0006971931,0.00038457575,0.00044167816,0.00028488276],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004067953,0.00017284218,0.0071797553,0.00006981045,0.00003345519,0.00039912562,0.00029877695,0.8955347,0.0751651,0.009475988,0.00051724515,0.010746363],"study_design_scores_gemma":[0.000006578243,0.00006347238,0.007939619,0.0000066981297,0.000006457841,0.00003674831,0.00009400231,0.97928154,0.0112223895,0.0011888848,0.00013552827,0.000018024894],"about_ca_topic_score_codex":0.008078263,"about_ca_topic_score_gemma":0.007655065,"teacher_disagreement_score":0.008078263,"about_ca_system_score_codex":0.00065899006,"about_ca_system_score_gemma":0.00055674196,"threshold_uncertainty_score":0.016062498},"labels":[],"label_agreement":null},{"id":"W3181824585","doi":"10.1016/j.engstruct.2021.112787","title":"Experimental evaluation of angle bracket connections in CLT structures under in- and out-of-plane lateral loading","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"FPInnovations; University of Victoria","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Stiffness; Structural engineering; Dissipation; Bracket; Materials science; Ductility (Earth science); Shear wall; Shear (geology); Cross laminated timber; Composite material; Engineering; Physics","score_opus":0.022562783040871927,"score_gpt":0.2539297449853556,"score_spread":0.23136696194448367,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3181824585","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.997719,0.000036728536,0.0012581648,0.000009384108,0.000022608985,0.00002011625,0.00010172651,0.000043952725,0.000788336],"genre_scores_gemma":[0.9981146,0.00003172332,0.0007715663,0.000005148469,0.0000045486972,0.000017150796,0.000069976755,0.0000132134055,0.0009720445],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991265,0.00010121442,0.000047609745,0.00015311062,0.00036757486,0.0002040135],"domain_scores_gemma":[0.99813384,0.00044346708,0.0003577786,0.00026740652,0.0006232858,0.00017424815],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006167634,0.0006936894,0.00036600014,0.00057437597,0.000800833,0.00029501703,0.00071470917,0.00080196286,0.006511135],"category_scores_gemma":[0.00198122,0.00044039104,0.0002796057,0.00050752895,0.0010710066,0.0006295035,0.0005199361,0.00050697237,0.0006466065],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011527986,0.0005571705,0.0026328939,0.0001321477,0.0000123038135,0.00019598957,0.00049369043,0.0047372864,0.9829915,0.00030853727,0.00020341555,0.006582191],"study_design_scores_gemma":[0.00007720089,0.0067945407,0.030843155,0.000039007642,0.000064466556,0.00021036997,0.0007042665,0.0152474,0.94419456,0.00013569195,0.0016478298,0.00004146537],"about_ca_topic_score_codex":0.0011276262,"about_ca_topic_score_gemma":0.0020451604,"teacher_disagreement_score":0.006511135,"about_ca_system_score_codex":0.0003406485,"about_ca_system_score_gemma":0.00040360622,"threshold_uncertainty_score":0.021781862},"labels":[],"label_agreement":null},{"id":"W3182174960","doi":"10.1016/j.engstruct.2021.112763","title":"Shear behaviour of adhesive anchors under different strain rates","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Response to Dynamic Loads","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Embedment; Adhesive; Materials science; Spall; Strain rate; Failure mode and effects analysis; Shear (geology); Composite material; Structural engineering; Strain (injury); Geotechnical engineering; Geology; Engineering","score_opus":0.006108988101491042,"score_gpt":0.2200354556930929,"score_spread":0.21392646759160186,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3182174960","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9975871,0.0002100174,0.00077914627,0.000026169997,0.00003190855,0.000006053501,0.00020015897,0.000043425018,0.0011160739],"genre_scores_gemma":[0.99689156,0.00020752483,0.00045966354,0.00002393,0.0000108023405,0.000008474699,0.0002734593,0.000023854354,0.0021006833],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99972683,0.000028354938,0.000021746911,0.000053280728,0.0000875784,0.00008223645],"domain_scores_gemma":[0.9988392,0.000314428,0.00026552033,0.000112949514,0.00030690653,0.00016090056],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038687192,0.00038591752,0.00035612696,0.00062787614,0.0003594766,0.00061186636,0.00031343082,0.0006454234,0.0073994193],"category_scores_gemma":[0.001512437,0.00032387805,0.00017951017,0.00064209587,0.00049213896,0.00048956793,0.00029924238,0.0006087512,0.0008918368],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014566985,0.00011568226,0.0015554292,0.00009155602,0.000024772151,0.00029463353,0.00038115322,0.0044302936,0.985195,0.00044014523,0.00030626057,0.0057084616],"study_design_scores_gemma":[0.00005948756,0.0014102145,0.025732921,0.000045540713,0.00007100321,0.00012426538,0.00063806924,0.021781642,0.9474951,0.00024064697,0.0023472616,0.000053807194],"about_ca_topic_score_codex":0.0009112287,"about_ca_topic_score_gemma":0.00090882083,"teacher_disagreement_score":0.0073994193,"about_ca_system_score_codex":0.00022615108,"about_ca_system_score_gemma":0.00020469086,"threshold_uncertainty_score":0.024753511},"labels":[],"label_agreement":null},{"id":"W3187500402","doi":"10.1016/j.engstruct.2021.112876","title":"Sensitivity analysis of the numerical simulations of partially grouted reinforced masonry shear walls","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Bruce Power (Canada); Concordia University","funders":"","keywords":"Masonry; Structural engineering; Shear wall; Finite element method; Geotechnical engineering; Materials science; Sensitivity (control systems); Reinforcement; Reinforced concrete; Mortar; Geology; Masonry veneer; Shear (geology); Composite material; Engineering","score_opus":0.00539982519056511,"score_gpt":0.19985886248190987,"score_spread":0.19445903729134476,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3187500402","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9651878,0.00027140908,0.024213456,0.0002690151,0.00006720805,0.00005015586,0.0002692579,0.0002047834,0.009466922],"genre_scores_gemma":[0.99795485,0.000036207242,0.0014218357,0.000027032813,0.0000062807603,0.000012584705,0.00006774455,0.00002093499,0.0004525696],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995073,0.0001969916,0.000019342098,0.000058906448,0.00011677702,0.00010071302],"domain_scores_gemma":[0.99474055,0.004451415,0.00021447841,0.00018996716,0.00030879266,0.00009478283],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008475161,0.00069518975,0.0006278893,0.00085520203,0.00051086553,0.0007880361,0.0007369582,0.0015553894,0.0022629888],"category_scores_gemma":[0.0060464586,0.0006478464,0.0007953046,0.0005011578,0.0009804313,0.0005451431,0.00079396885,0.00086278125,0.00014151495],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000078462814,0.00005423931,0.00076621363,0.000031933665,0.00002026106,0.000057222387,0.000024811829,0.99342126,0.003709797,0.0007275742,0.000098899516,0.0010094262],"study_design_scores_gemma":[0.0000052867904,0.00003592988,0.0006031006,0.000004042744,0.0000066746256,0.000011074461,0.00001448037,0.9973303,0.0017337959,0.00018719032,0.0000610988,0.0000070151564],"about_ca_topic_score_codex":0.0091108335,"about_ca_topic_score_gemma":0.004641941,"teacher_disagreement_score":0.0091108335,"about_ca_system_score_codex":0.000922809,"about_ca_system_score_gemma":0.0005025266,"threshold_uncertainty_score":0.01811564},"labels":[],"label_agreement":null},{"id":"W3188276380","doi":"10.1016/j.engstruct.2021.112894","title":"Proposal for an equivalent frame model for the analysis of multi-storey monolithic CLT shearwalls","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Structural engineering; Finite element method; Frame (networking); Displacement (psychology); Simple (philosophy); Internal forces; Engineering; Mathematics; Mechanical engineering","score_opus":0.03928739235658983,"score_gpt":0.2709290062170198,"score_spread":0.23164161386042997,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3188276380","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0067797084,0.000121580655,0.9830667,0.00008294465,0.00007691103,0.000035820543,0.00008693653,0.0002105011,0.0095389495],"genre_scores_gemma":[0.5489408,0.00071581063,0.41616896,0.00034373932,0.00019809196,0.0004639373,0.0006184701,0.0006128032,0.031937398],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997781,0.000036610953,0.000009521999,0.00004264669,0.000099945755,0.000033079057],"domain_scores_gemma":[0.99986684,0.00002396446,0.000012845247,0.000026122709,0.0000578118,0.000012417834],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035649963,0.0007689151,0.0009792467,0.0009931898,0.0005284144,0.0014542153,0.0024295857,0.0020218205,0.005801773],"category_scores_gemma":[0.0004964567,0.00039655555,0.0012904457,0.0006700257,0.00082930434,0.0012365557,0.00074496795,0.000870523,0.0014498396],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000058014433,0.00012872416,0.0005074304,0.000102449274,0.00004505626,0.0003514637,0.00012890891,0.53724945,0.026810462,0.39535746,0.002193378,0.0370672],"study_design_scores_gemma":[0.000006625827,0.000015622345,0.000111503854,0.000007689702,0.0000074277964,0.00002870089,0.000017356117,0.9799258,0.0008803193,0.015536397,0.0034551737,0.000007405149],"about_ca_topic_score_codex":0.004204074,"about_ca_topic_score_gemma":0.00352102,"teacher_disagreement_score":0.005801773,"about_ca_system_score_codex":0.000686041,"about_ca_system_score_gemma":0.00074850465,"threshold_uncertainty_score":0.019408822},"labels":[],"label_agreement":null},{"id":"W3194006641","doi":"10.1016/j.engstruct.2021.112973","title":"Enhancing the performance of light-frame wood studs using glass fibre-reinforced polymers","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa; Carleton University; University of Waterloo","funders":"","keywords":"Reinforcement; Materials science; Fibre-reinforced plastic; Brittleness; Composite material; Flexural strength; Ductility (Earth science); Stiffness; Glass fiber; Structural engineering; Tension (geology); Ultimate tensile strength; Engineering; Creep","score_opus":0.00564819730515532,"score_gpt":0.18555336696789662,"score_spread":0.1799051696627413,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3194006641","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9976216,0.0004180569,0.0010829589,0.000008959893,0.000020330475,0.0000056924637,0.000016555994,0.000038545895,0.00078729744],"genre_scores_gemma":[0.9968905,0.00025125427,0.0010736963,0.000008407954,0.00000539555,0.000003196313,0.000028490653,0.000012272671,0.0017268446],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999936,0.0000049293762,0.0000031114341,0.000011573684,0.000021746215,0.000022684346],"domain_scores_gemma":[0.999889,0.000019998119,0.000036434998,0.000008372907,0.000025554138,0.000020651196],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011293212,0.0003206267,0.00015657081,0.0001751106,0.00012110043,0.0003238521,0.00017213525,0.00025351843,0.00083657407],"category_scores_gemma":[0.00015098737,0.00012677257,0.0001997693,0.0001245101,0.00009967982,0.00027108716,0.00016430762,0.00021105948,0.00031383088],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000052480038,0.000035118395,0.00022398199,0.000033242966,0.000004528514,0.00002908243,0.000018336636,0.00037660627,0.9962041,0.00005171383,0.00004016883,0.0029306782],"study_design_scores_gemma":[0.0000024147225,0.00022947762,0.0015734825,0.0000037827426,0.000009967406,0.000014952008,0.000014144779,0.0015864171,0.9959793,0.0000070097767,0.00057565194,0.000003467577],"about_ca_topic_score_codex":0.0002306153,"about_ca_topic_score_gemma":0.0010375496,"teacher_disagreement_score":0.00083657407,"about_ca_system_score_codex":0.00010062857,"about_ca_system_score_gemma":0.00010932776,"threshold_uncertainty_score":0.002798617},"labels":[],"label_agreement":null},{"id":"W3195167008","doi":"10.1016/j.engstruct.2021.112974","title":"Investigation on repair of tension cracks in reinforced concrete panels","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Magna International (Canada); Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Epoxy; Composite material; Cracking; Ultimate tensile strength; Fly ash; Hydrostatic test; Tension (geology); Hydrostatic pressure; Internal pressure; Leakage (economics); Grout; Fibre-reinforced plastic; Structural engineering","score_opus":0.01478792656553923,"score_gpt":0.21080326930633012,"score_spread":0.19601534274079088,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3195167008","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99626106,0.00016008643,0.002626552,0.000013454229,0.0000041917474,0.000010562098,0.00003047577,0.000023189497,0.00087048445],"genre_scores_gemma":[0.9980242,0.00011086538,0.0009313392,0.000003593066,0.0000017717927,0.0000028077325,0.000043863314,0.0000053364242,0.0008761555],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998498,0.000031103074,0.0000069672355,0.000027623415,0.00005866869,0.000025946852],"domain_scores_gemma":[0.9992161,0.00033953824,0.000115157425,0.000088061744,0.00020125725,0.000039765055],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021863132,0.00016071032,0.0001847164,0.00035286005,0.00031257648,0.000134838,0.00041288254,0.0006022617,0.0015725938],"category_scores_gemma":[0.0009906981,0.00012355966,0.00020706057,0.00017969786,0.0002475138,0.00030970125,0.000098806995,0.0002051074,0.00015464271],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005198292,0.0002882581,0.013125949,0.00031329837,0.000029866427,0.0010409373,0.000494442,0.023138776,0.9316129,0.0011246534,0.00021893745,0.028092049],"study_design_scores_gemma":[0.000032710865,0.0022851867,0.11853277,0.000061114035,0.000113842485,0.0019076896,0.0011850148,0.16638091,0.705635,0.00068684976,0.0031516168,0.000027301852],"about_ca_topic_score_codex":0.0014440928,"about_ca_topic_score_gemma":0.0017315049,"teacher_disagreement_score":0.0015725938,"about_ca_system_score_codex":0.0001326041,"about_ca_system_score_gemma":0.0001719343,"threshold_uncertainty_score":0.005260825},"labels":[],"label_agreement":null},{"id":"W3200380820","doi":"10.1016/j.engstruct.2021.113153","title":"Behavior of concrete masonry infills bounded by masonry frames subjected to in-plane lateral loading – Experimental study","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Masonry; Structural engineering; Infill; Geotechnical engineering; Frame (networking); Stiffness; Engineering; Cracking; Masonry veneer; Geology; Materials science; Composite material","score_opus":0.005189136346120523,"score_gpt":0.2197787557685747,"score_spread":0.21458961942245416,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3200380820","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99932206,0.000010138462,0.00024294975,0.0000027100934,0.0000021686576,0.000003080204,0.000029599061,0.000008414198,0.00037897332],"genre_scores_gemma":[0.999057,0.000017012244,0.00017560484,0.0000022519866,0.000001165731,0.0000039356596,0.000050870953,0.0000053377803,0.000686681],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997453,0.000031508396,0.000014971919,0.00004495139,0.0000869254,0.00007630899],"domain_scores_gemma":[0.9993899,0.0002235769,0.00011004846,0.000070510316,0.00012236618,0.00008360332],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003184938,0.00039507545,0.00042220333,0.0005048756,0.00049020466,0.00030540454,0.0005150408,0.00062625326,0.0029899518],"category_scores_gemma":[0.00079289067,0.00027975824,0.00029986326,0.00026591623,0.00089496694,0.00031326982,0.0004633618,0.00033317902,0.00043228414],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0019190635,0.0006805848,0.006287946,0.00009375576,0.000021892734,0.0006758222,0.0006988335,0.027245454,0.9580794,0.0004315929,0.00014506755,0.0037205121],"study_design_scores_gemma":[0.00010725962,0.006205725,0.10568618,0.000058160473,0.00011205764,0.00050412025,0.0019649416,0.17091838,0.7126176,0.00022633116,0.0015347853,0.00006445592],"about_ca_topic_score_codex":0.0022999526,"about_ca_topic_score_gemma":0.002644948,"teacher_disagreement_score":0.0029899518,"about_ca_system_score_codex":0.00020763963,"about_ca_system_score_gemma":0.000259181,"threshold_uncertainty_score":0.010002375},"labels":[],"label_agreement":null},{"id":"W3204209029","doi":"10.1016/j.engstruct.2021.113287","title":"UHPC sandwich panels with GFRP shear connectors tested under combined bending and axial loads","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":42,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Fibre-reinforced plastic; Materials science; Composite material; Structural engineering; Composite number; Flexural strength; Transverse plane; Shear (geology); Serviceability (structure); Glass fiber; Engineering","score_opus":0.0071608197537283095,"score_gpt":0.19726044962181985,"score_spread":0.19009962986809154,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3204209029","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99814653,0.00003845592,0.0009937203,0.000010788259,0.000020894367,0.000008376095,0.000103457955,0.00008298696,0.0005947375],"genre_scores_gemma":[0.99780697,0.000027155847,0.0008401402,0.000010674641,0.000003643068,0.0000096936,0.00010288543,0.000027269416,0.0011715696],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99901295,0.00009536428,0.00004170625,0.00016798038,0.00043743098,0.0002445835],"domain_scores_gemma":[0.9982077,0.00033985256,0.00020634873,0.00026363722,0.00068467984,0.00029775602],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00059998856,0.0008295655,0.0004964879,0.00043797796,0.0004653508,0.00033281266,0.000744903,0.0012164047,0.0048176153],"category_scores_gemma":[0.0016130466,0.00055110647,0.00041521701,0.00041898972,0.00064619497,0.0005641728,0.0005562206,0.00050894497,0.0012609516],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009652569,0.00009381067,0.0015228877,0.000050934323,0.000026121083,0.00022974137,0.00017070943,0.0052550705,0.98824316,0.00007946073,0.00019377368,0.0031690933],"study_design_scores_gemma":[0.000048991787,0.0020561481,0.01943932,0.000019775189,0.00007230112,0.000145527,0.00024237215,0.011376499,0.9658164,0.000046919446,0.000710473,0.000025218955],"about_ca_topic_score_codex":0.0014178596,"about_ca_topic_score_gemma":0.002351824,"teacher_disagreement_score":0.0048176153,"about_ca_system_score_codex":0.00023830688,"about_ca_system_score_gemma":0.0002894971,"threshold_uncertainty_score":0.0161165},"labels":[],"label_agreement":null},{"id":"W3205371050","doi":"10.1016/j.engstruct.2021.113289","title":"Development of enhanced fiber beam element with multi-axial material constitutive models for reinforced/prestressed concrete beams","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Structural engineering; Girder; Shear (geology); Beam (structure); Constitutive equation; Materials science; Engineering; Finite element method; Composite material","score_opus":0.010653520327598892,"score_gpt":0.21749471586014943,"score_spread":0.20684119553255054,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3205371050","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.030083196,0.00008734673,0.9640617,0.00004563538,0.000028472012,0.00009364969,0.00014584642,0.00056975184,0.0048843543],"genre_scores_gemma":[0.3004623,0.000309021,0.6875044,0.00006129549,0.00001800648,0.00039040248,0.0004731675,0.00041431576,0.010367051],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99982965,0.000026757627,0.000008559644,0.000019997313,0.0001006177,0.00001441647],"domain_scores_gemma":[0.9997315,0.00007253755,0.000033600874,0.00003474752,0.00011167921,0.000015951935],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038734556,0.00057490263,0.000507774,0.00038748278,0.00024487192,0.00038400939,0.0016740152,0.0009686674,0.002505226],"category_scores_gemma":[0.0006196535,0.0006184198,0.00071194617,0.00027048535,0.00023794928,0.0007253278,0.0004960251,0.0007213706,0.0008418013],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002475043,0.0001264996,0.0009994053,0.0000911484,0.00003498068,0.00010678934,0.00011002358,0.9240333,0.025843497,0.0107190795,0.00071625196,0.03719438],"study_design_scores_gemma":[0.0000024558171,0.000012093605,0.00010287067,0.00000688699,0.0000029863884,0.00001758752,0.000006350222,0.99514365,0.0029124597,0.00025744404,0.0015317746,0.0000035965875],"about_ca_topic_score_codex":0.004925454,"about_ca_topic_score_gemma":0.008973916,"teacher_disagreement_score":0.004925454,"about_ca_system_score_codex":0.00047048926,"about_ca_system_score_gemma":0.0009003008,"threshold_uncertainty_score":0.00979358},"labels":[],"label_agreement":null},{"id":"W3205802056","doi":"10.1016/j.engstruct.2021.113309","title":"Vibrational behavior of cross-laminated timber-concrete composite beams using notched connectors","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université du Québec à Chicoutimi","funders":"","keywords":"Structural engineering; Natural frequency; Composite number; Vibration; Beam (structure); Span (engineering); Modal; Modal analysis; Materials science; Fundamental frequency; Engineering; Composite material; Acoustics; Finite element method; Physics","score_opus":0.00930207759613917,"score_gpt":0.24770903937906197,"score_spread":0.2384069617829228,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3205802056","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99677724,0.00003896301,0.002378646,0.000008698932,0.000006251711,0.000003532786,0.000020974318,0.00003595269,0.000729753],"genre_scores_gemma":[0.9988556,0.000024982985,0.00052723975,0.000003832628,0.0000011348983,0.0000025674278,0.000018912231,0.0000063671105,0.000559237],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997569,0.000051184168,0.000008531045,0.000036938367,0.00008342707,0.000062967985],"domain_scores_gemma":[0.9992473,0.0004000018,0.00007515084,0.00005234734,0.00015607505,0.0000691573],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00050490326,0.00029062846,0.00025428945,0.0003495464,0.00023376087,0.0002775333,0.00035922686,0.00040614465,0.002743165],"category_scores_gemma":[0.0007602452,0.00022567075,0.00023119278,0.00025640265,0.0004731094,0.00025376535,0.0002927869,0.00022673272,0.00039683288],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00088752725,0.00009474887,0.00430385,0.00006124644,0.000023333461,0.00017404677,0.00030621,0.024829155,0.9614803,0.00062813144,0.00014548561,0.0070659164],"study_design_scores_gemma":[0.00005525385,0.00197574,0.04329495,0.000040893916,0.00006649154,0.00016863651,0.0005544684,0.24626237,0.7065325,0.00026236093,0.0007295335,0.00005676914],"about_ca_topic_score_codex":0.0010859846,"about_ca_topic_score_gemma":0.0015531182,"teacher_disagreement_score":0.002743165,"about_ca_system_score_codex":0.00025506792,"about_ca_system_score_gemma":0.0002017963,"threshold_uncertainty_score":0.009176791},"labels":[],"label_agreement":null},{"id":"W3212264118","doi":"10.1016/j.engstruct.2021.113557","title":"Flexural response of reinforced concrete continuous beams strengthened with fiber-reinforced cementitious matrix (FRCM)","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":50,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Flexural strength; Composite material; Structural engineering; Ductility (Earth science); Reinforced concrete; Stiffness; Neutral axis; Plastic hinge; Beam (structure); Creep; Engineering","score_opus":0.004985040512269689,"score_gpt":0.2101201774854532,"score_spread":0.2051351369731835,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3212264118","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988487,0.000056290402,0.0003731734,0.000008797838,0.000004664847,0.0000022319427,0.00004308142,0.000016407848,0.0006466322],"genre_scores_gemma":[0.9989141,0.000021436712,0.00013993257,0.0000055291434,0.0000011229408,0.0000017107885,0.000037504524,0.000002337746,0.00087640877],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998616,0.000013331065,0.0000053683398,0.00002425533,0.000057769994,0.000037621598],"domain_scores_gemma":[0.99968183,0.000103157334,0.000051296916,0.000030333464,0.000080740865,0.000052602558],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018514153,0.00028518983,0.00012735014,0.00033066302,0.0001678674,0.000112423906,0.00032669012,0.00044718944,0.002823708],"category_scores_gemma":[0.00050603,0.00016984243,0.00017885104,0.0001914041,0.00030612195,0.00019803082,0.00017714906,0.00027758334,0.0003442885],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009461533,0.00008210798,0.002955304,0.00004518823,0.000019157567,0.00035291395,0.00014968036,0.008256637,0.98190033,0.0001695958,0.00013363766,0.004989395],"study_design_scores_gemma":[0.000030252668,0.0017063612,0.082408264,0.000024821857,0.000040084582,0.00026282857,0.00029235557,0.051114324,0.8630415,0.00012577792,0.0009274513,0.000025915573],"about_ca_topic_score_codex":0.0017671973,"about_ca_topic_score_gemma":0.002799195,"teacher_disagreement_score":0.002823708,"about_ca_system_score_codex":0.00015844709,"about_ca_system_score_gemma":0.00014404021,"threshold_uncertainty_score":0.009446263},"labels":[],"label_agreement":null},{"id":"W3213706675","doi":"10.1016/j.engstruct.2021.113552","title":"Experimental study on the seismic behavior of high-performance cold-formed steel plate shear walls","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":44,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Chongqing University; National Natural Science Foundation of China","keywords":"Cold-formed steel; Dissipation; Shear wall; Shear (geology); Structural engineering; Materials science; Steel plate shear wall; Stiffness; Seismic analysis; Geotechnical engineering; Composite material; Geology; Engineering; Buckling","score_opus":0.00857494135074177,"score_gpt":0.21620732578160498,"score_spread":0.2076323844308632,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3213706675","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99875295,0.000017557959,0.0007596882,0.0000053973476,0.0000036657623,0.0000050176277,0.000035778598,0.000014342803,0.00040558766],"genre_scores_gemma":[0.9988889,0.000017826136,0.00042724304,0.0000022376892,0.000002946789,0.000004902632,0.000056102836,0.0000054619995,0.00059429725],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99981266,0.00002918129,0.000006402459,0.000030118259,0.00007517464,0.000046449684],"domain_scores_gemma":[0.9995047,0.00018647008,0.00006161515,0.00005779703,0.00012734781,0.00006203141],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033229936,0.0004532702,0.0002577227,0.00026944242,0.00043319602,0.00015412732,0.00042910335,0.00041566117,0.0018692308],"category_scores_gemma":[0.0005599719,0.0002009145,0.00019217454,0.00019213955,0.00067361764,0.00026326015,0.00032237935,0.00029960548,0.00021166123],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00068603735,0.00035823544,0.0026253131,0.00004823553,0.0000088327215,0.00011402588,0.00023102699,0.0030050676,0.9903928,0.0001515469,0.000091655056,0.0022872754],"study_design_scores_gemma":[0.00010161698,0.00587287,0.042143125,0.000011715449,0.000043436612,0.00014109479,0.00043043113,0.017165905,0.933215,0.000076050645,0.00077412464,0.000024816203],"about_ca_topic_score_codex":0.00077793404,"about_ca_topic_score_gemma":0.0014714551,"teacher_disagreement_score":0.0018692308,"about_ca_system_score_codex":0.00018011435,"about_ca_system_score_gemma":0.00021296246,"threshold_uncertainty_score":0.006253183},"labels":[],"label_agreement":null},{"id":"W3215601684","doi":"10.1016/j.engstruct.2021.113547","title":"Multi-criteria optimal design and seismic assessment of SMA RC piers and SMA cable restrainers for mitigating seismic damage of simply-supported highway bridges","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"SMA*; Pier; Structural engineering; Bridge (graph theory); Engineering; OpenSees; Shape-memory alloy; Seismic analysis; Reinforced concrete; Computer science","score_opus":0.01518585371735061,"score_gpt":0.2628701204722083,"score_spread":0.2476842667548577,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3215601684","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3983,0.00042512754,0.59134763,0.00021663417,0.00005026063,0.00022024344,0.00013126289,0.00028433028,0.009024531],"genre_scores_gemma":[0.97015125,0.00009272284,0.02766284,0.000023194289,0.000008592648,0.000110912704,0.000061630395,0.000023388022,0.0018654214],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999361,0.00028350277,0.000021592996,0.00008541678,0.00013038461,0.00011822303],"domain_scores_gemma":[0.99896395,0.0005848544,0.0001451226,0.000031088555,0.00018695075,0.000087980516],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001532207,0.001504248,0.0014708955,0.0015689834,0.00056302483,0.0012192641,0.0012755989,0.0017228771,0.0019958054],"category_scores_gemma":[0.002178894,0.0013638741,0.0012763992,0.0005339625,0.0008843734,0.00071129884,0.00095721544,0.00066909916,0.00019002102],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000040608866,0.000026762455,0.0001756594,0.000020078398,0.000012025475,0.000033258955,0.000016377215,0.9958967,0.0010068617,0.00033234846,0.000054402062,0.0023849045],"study_design_scores_gemma":[0.0000045608226,0.000048126087,0.00011691165,0.000002175078,0.0000059683452,0.000002925771,0.000014809217,0.9994342,0.0002164847,0.00011595008,0.000035427856,0.0000024827548],"about_ca_topic_score_codex":0.009911044,"about_ca_topic_score_gemma":0.008402883,"teacher_disagreement_score":0.009911044,"about_ca_system_score_codex":0.001187324,"about_ca_system_score_gemma":0.0015029574,"threshold_uncertainty_score":0.019706666},"labels":[],"label_agreement":null},{"id":"W3215992377","doi":"10.1016/j.engstruct.2021.113533","title":"Performance design of reinforced concrete shear walls detailed with self-centering reinforcement","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Reinforcement; Structural engineering; Spall; Shear wall; Reinforced concrete; Shear (geology); Cracking; Parametric statistics; Finite element method; Materials science; Engineering; Composite material; Mathematics","score_opus":0.0075651738802141036,"score_gpt":0.1896005376932656,"score_spread":0.1820353638130515,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3215992377","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8797083,0.000105290586,0.10312574,0.00006685603,0.000020896472,0.000040109462,0.00011486453,0.00030462557,0.016513353],"genre_scores_gemma":[0.9920907,0.000024436747,0.0055807037,0.0000050310773,0.0000023215694,0.0000118604075,0.000053004067,0.000026816439,0.0022050922],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998287,0.00003992502,0.000004169016,0.000021742118,0.00007035564,0.00003516855],"domain_scores_gemma":[0.9997031,0.000093781295,0.00004114464,0.000027862092,0.00009492061,0.000039205308],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003711184,0.00043531816,0.00036478808,0.00033560485,0.00027861394,0.0004639571,0.00059614243,0.0006057032,0.0026649537],"category_scores_gemma":[0.00059217436,0.00028668728,0.00030236942,0.00017801311,0.00030719463,0.00022400187,0.0003575549,0.00018580364,0.00038222322],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001981139,0.000052618965,0.00093695754,0.000042452564,0.000017127786,0.00006732372,0.000044539403,0.94027555,0.049764447,0.0016233523,0.00016455892,0.0068129855],"study_design_scores_gemma":[0.000024724313,0.00033341363,0.0018948773,0.0000077468,0.000017582195,0.000016857784,0.00004794629,0.9737655,0.023116078,0.0003128683,0.0004533915,0.0000089487385],"about_ca_topic_score_codex":0.0021131157,"about_ca_topic_score_gemma":0.0022052503,"teacher_disagreement_score":0.0026649537,"about_ca_system_score_codex":0.00041936396,"about_ca_system_score_gemma":0.00049046427,"threshold_uncertainty_score":0.008915186},"labels":[],"label_agreement":null},{"id":"W3216907953","doi":"10.1016/j.engstruct.2021.113500","title":"Bi-directional loading of unbonded rectangular fiber-reinforced elastomeric isolators","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Structural engineering; Flexural rigidity; Stiffness; Coupling (piping); Elastomer; Dissipation; Displacement (psychology); Rigidity (electromagnetism); Flexural strength; Composite material; Engineering","score_opus":0.003763976288984975,"score_gpt":0.18960001197466048,"score_spread":0.1858360356856755,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3216907953","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99723357,0.00003118751,0.0014851664,0.000009504271,0.000005510332,0.0000021282283,0.000012035074,0.000027354752,0.0011937012],"genre_scores_gemma":[0.9982809,0.000020471838,0.0007928238,0.0000065809095,0.00000243285,0.000003558157,0.000015760954,0.000010663875,0.0008668144],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99981266,0.0000295769,0.0000058558494,0.000033848115,0.00006784756,0.000050291277],"domain_scores_gemma":[0.9997009,0.00005647178,0.000091199305,0.000036327536,0.00006860799,0.00004652304],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015054802,0.00035983577,0.00018791798,0.00024179397,0.00021043737,0.00022264296,0.00031883313,0.0003130396,0.0015128476],"category_scores_gemma":[0.0004151808,0.00015925305,0.000088567125,0.0001510307,0.000369756,0.00026402154,0.00032378852,0.00015897525,0.00030240836],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00039129984,0.000098220116,0.00083656056,0.00003484642,0.000008952971,0.00010589816,0.00011844986,0.006977195,0.98565257,0.00021110052,0.0000935238,0.005471457],"study_design_scores_gemma":[0.00004258562,0.0016066504,0.016038528,0.0000194137,0.00003230885,0.00014462764,0.00037039985,0.1183051,0.8616911,0.00014114227,0.0015785921,0.00002948512],"about_ca_topic_score_codex":0.00038992488,"about_ca_topic_score_gemma":0.00087342464,"teacher_disagreement_score":0.0015128476,"about_ca_system_score_codex":0.00015488236,"about_ca_system_score_gemma":0.000114983144,"threshold_uncertainty_score":0.0050610304},"labels":[],"label_agreement":null},{"id":"W3216915261","doi":"10.1016/j.engstruct.2021.113556","title":"Earthquake response of GFRP-reinforced concrete squat walls with aspect ratios of 1.14 and 0.68","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Natural Sciences and Engineering Research Council of Canada; Université de Sherbrooke","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada; Canada Foundation for Innovation","keywords":"Squat; Fibre-reinforced plastic; Reinforcement; Materials science; Structural engineering; Aspect ratio (aeronautics); Composite material; Shear (geology); Reinforced concrete; Geotechnical engineering; Geology; Engineering","score_opus":0.005029235428110885,"score_gpt":0.1938484024014433,"score_spread":0.18881916697333243,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3216915261","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985757,0.000018670538,0.00030162276,0.000019789233,0.000008422938,0.0000030425613,0.000072557,0.00002407733,0.0009760703],"genre_scores_gemma":[0.99917114,0.00001236322,0.000060840903,0.000006003407,0.0000010414851,0.0000016094159,0.00009284494,0.0000036569804,0.00065054325],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998956,0.000011090458,0.000004104053,0.000013973762,0.00002618562,0.000049078793],"domain_scores_gemma":[0.9997423,0.00008262504,0.000026532221,0.000017723538,0.00006571969,0.00006512523],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012640272,0.00025374335,0.00024030652,0.00021702918,0.000199613,0.00020216759,0.00024815864,0.0005386801,0.0039289678],"category_scores_gemma":[0.00048259506,0.00015167204,0.00020960812,0.00015614605,0.00028033764,0.00016151146,0.0002915582,0.00037455722,0.0006737226],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.003785867,0.00044218026,0.022747928,0.00016756673,0.00008498017,0.0022725614,0.000492616,0.19864142,0.7557632,0.00077136664,0.00205998,0.012770353],"study_design_scores_gemma":[0.000114061426,0.0038694253,0.23173815,0.00007182487,0.00007216866,0.00061390124,0.00162454,0.47471225,0.28496575,0.0005380432,0.0015834435,0.00009642804],"about_ca_topic_score_codex":0.0023356634,"about_ca_topic_score_gemma":0.0020375834,"teacher_disagreement_score":0.0039289678,"about_ca_system_score_codex":0.00018376845,"about_ca_system_score_gemma":0.00014051508,"threshold_uncertainty_score":0.013143659},"labels":[],"label_agreement":null},{"id":"W4200021940","doi":"10.1016/j.engstruct.2021.113686","title":"Numerical analysis of eco-friendly ductile cementitious composite influence on structural masonry reinforcement","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Microbial Applications in Construction Materials","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada; Fundação de Amparo à Pesquisa do Estado de São Paulo","keywords":"Masonry; Materials science; Structural engineering; Finite element method; Cementitious; Flexural strength; Ductility (Earth science); Composite material; Compressive strength; Parametric statistics; Cement; Geotechnical engineering; Engineering; Creep","score_opus":0.0034801408302219377,"score_gpt":0.2159720699925717,"score_spread":0.21249192916234977,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4200021940","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9694127,0.00019914893,0.013880408,0.0001067243,0.000046056946,0.00002007728,0.00012516521,0.000101971535,0.016107751],"genre_scores_gemma":[0.99752015,0.000044759767,0.0014390367,0.000008095558,0.0000041167264,0.000006861273,0.000021992495,0.000010302466,0.00094461127],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999298,0.0000121749335,0.0000028658885,0.000012175445,0.000023349927,0.000019580162],"domain_scores_gemma":[0.99960655,0.00022810604,0.000049346447,0.00002223311,0.00007113326,0.000022646273],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015677669,0.00027692408,0.00033772385,0.00044096974,0.0003766422,0.0004402284,0.0004158177,0.00084730616,0.003097006],"category_scores_gemma":[0.0008561877,0.00021487565,0.00040326177,0.00031978506,0.0005065036,0.0002567434,0.00020942911,0.00028989348,0.00016384327],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007371943,0.000076539414,0.001900764,0.00008370004,0.000015439262,0.00014686538,0.00004015233,0.96935374,0.022710167,0.0017333329,0.00018737312,0.0036781847],"study_design_scores_gemma":[0.0000058955966,0.000028311577,0.0011159484,0.0000037821196,0.0000070308415,0.000012255003,0.00002388204,0.99585044,0.0026608673,0.00013901586,0.00014752732,0.0000050183276],"about_ca_topic_score_codex":0.0051106494,"about_ca_topic_score_gemma":0.004227296,"teacher_disagreement_score":0.0051106494,"about_ca_system_score_codex":0.00034778353,"about_ca_system_score_gemma":0.00030180725,"threshold_uncertainty_score":0.010360479},"labels":[],"label_agreement":null},{"id":"W4200126917","doi":"10.1016/j.engstruct.2021.113646","title":"Development and application of multi-axis hybrid simulation for seismic stability of steel braced frames","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Hydraulic and Pneumatic Systems","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; University of Alberta","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada; Canada Foundation for Innovation","keywords":"Braced frame; Structural engineering; Flange; Frame (networking); Bracing; Steel frame; Engineering; Computer simulation; Stability (learning theory); Computer science; Simulation; Brace; Mechanical engineering","score_opus":0.011336523728297486,"score_gpt":0.22989218555170818,"score_spread":0.21855566182341069,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4200126917","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.24661565,0.00023893325,0.72307664,0.00016418855,0.00013033723,0.00021814393,0.00046274884,0.002729962,0.026363483],"genre_scores_gemma":[0.9273365,0.00011856492,0.06889534,0.000026568781,0.000012811351,0.00016153132,0.00023140523,0.00018765537,0.0030295155],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998223,0.000051542513,0.000010742654,0.000021780872,0.00006962591,0.000024005778],"domain_scores_gemma":[0.9994855,0.00019576363,0.000049640177,0.00006471021,0.00016415156,0.000040161325],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042777415,0.0006177541,0.00059283426,0.0005068927,0.00044043537,0.0007216539,0.0011180424,0.0009532824,0.0044557047],"category_scores_gemma":[0.00094454933,0.00040453183,0.0005283537,0.00034386848,0.00037457273,0.00045367112,0.00066547777,0.00046887886,0.0005025853],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000045112407,0.000040646282,0.00073710846,0.000039046077,0.000018690578,0.000055167136,0.000051238298,0.9853778,0.0040508965,0.0016381484,0.00019296214,0.0077531342],"study_design_scores_gemma":[0.000004829039,0.000012855251,0.00007647837,0.0000024659469,0.0000018576881,0.0000047331537,0.000006254684,0.9987789,0.000739526,0.00012498947,0.00024503763,0.0000022014901],"about_ca_topic_score_codex":0.0074510667,"about_ca_topic_score_gemma":0.004979379,"teacher_disagreement_score":0.0074510667,"about_ca_system_score_codex":0.00043501766,"about_ca_system_score_gemma":0.000867623,"threshold_uncertainty_score":0.01490587},"labels":[],"label_agreement":null},{"id":"W4200438898","doi":"10.1016/j.engstruct.2021.113669","title":"Experimental and numerical study of square HSS BIEs under cyclic loading","year":2021,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; McGill University","funders":"","keywords":"Bracing; Structural engineering; Stiffness; Buckling; Eccentricity (behavior); Ultimate tensile strength; Engineering; Finite element method; Compression (physics); Displacement (psychology); Composite material; Materials science; Brace","score_opus":0.007495731292109693,"score_gpt":0.22879841514447072,"score_spread":0.22130268385236102,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4200438898","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9950098,0.000034443226,0.0017609849,0.00003557669,0.000013681596,0.000016235837,0.0001907621,0.00007392267,0.0028646877],"genre_scores_gemma":[0.9968502,0.000028904908,0.0014023165,0.000007284876,0.0000039282995,0.000013890474,0.000107349304,0.000013345694,0.0015727105],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99966705,0.000035717992,0.000015177497,0.000041237436,0.00018566115,0.00005524782],"domain_scores_gemma":[0.9990257,0.00030526132,0.00010594848,0.00018092775,0.00029405195,0.00008811409],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003884349,0.00024709312,0.00038640475,0.0005637503,0.00052475464,0.00029709216,0.0006851919,0.00056989025,0.00549521],"category_scores_gemma":[0.0013728498,0.0002508443,0.00015520598,0.00061208743,0.00084260537,0.00040053355,0.00043070936,0.00030870043,0.00056044495],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0018435369,0.0009139308,0.0056661027,0.00030307297,0.000026239224,0.000564675,0.0008523912,0.06528096,0.9016765,0.002525041,0.001121828,0.019225737],"study_design_scores_gemma":[0.0001410392,0.0027846608,0.052825715,0.000036688598,0.00004651445,0.0004884997,0.0012848485,0.51929,0.4176144,0.00085201836,0.004559178,0.000076540084],"about_ca_topic_score_codex":0.0020020239,"about_ca_topic_score_gemma":0.0020879873,"teacher_disagreement_score":0.00549521,"about_ca_system_score_codex":0.00020955416,"about_ca_system_score_gemma":0.0002510405,"threshold_uncertainty_score":0.018383324},"labels":[],"label_agreement":null},{"id":"W4210550357","doi":"10.1016/j.engstruct.2022.113953","title":"Sensitivity of the seismic response of reinforced concrete masonry walls with boundary elements to design parameters","year":2022,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Masonry; Structural engineering; Ductility (Earth science); Stiffness; Materials science; Compressive strength; Shear wall; Unreinforced masonry building; Geotechnical engineering; Displacement (psychology); Masonry veneer; Seismic analysis; Finite element method; Geology; Composite material; Engineering","score_opus":0.006112243422668853,"score_gpt":0.18592973457428247,"score_spread":0.1798174911516136,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4210550357","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9833847,0.000050795454,0.01343734,0.000036934714,0.000010581528,0.000009059514,0.000051586067,0.000110602334,0.0029084736],"genre_scores_gemma":[0.9988493,0.000017710052,0.0005078157,0.00000881971,0.000002389421,0.000003778381,0.00004633408,0.000016829621,0.0005470736],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99956256,0.00016447701,0.000012397468,0.000058424237,0.00011453712,0.00008763017],"domain_scores_gemma":[0.9974589,0.00207116,0.000106137006,0.00012743694,0.00015473137,0.00008161955],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006215492,0.0004992247,0.0004192602,0.00048639957,0.00019996082,0.00041148232,0.00035296314,0.0012927743,0.0022098643],"category_scores_gemma":[0.004319878,0.0004944086,0.00038870072,0.0002411045,0.0007523187,0.00031605188,0.00062064116,0.00059126917,0.00035707973],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007770201,0.00010064233,0.005934617,0.00007243991,0.000060938073,0.00032270877,0.00014095238,0.8131912,0.17099087,0.0007369736,0.00018367167,0.00748791],"study_design_scores_gemma":[0.00002301112,0.0002618245,0.019029273,0.000019872234,0.000037071663,0.00015229633,0.00012693078,0.9211202,0.058441155,0.00045138737,0.00030738514,0.000029542127],"about_ca_topic_score_codex":0.001516506,"about_ca_topic_score_gemma":0.0007743849,"teacher_disagreement_score":0.0022098643,"about_ca_system_score_codex":0.00032710182,"about_ca_system_score_gemma":0.0001682379,"threshold_uncertainty_score":0.007392764},"labels":[],"label_agreement":null},{"id":"W4210633113","doi":"10.1016/j.engstruct.2022.113919","title":"Machine learning driven seismic performance limit state identification for performance-based seismic design of bridge piers","year":2022,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":71,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"Natural Sciences and Engineering Research Council of Canada; Mitacs","keywords":"Pier; Spall; Bridge (graph theory); Structural engineering; Engineering; Limit state design; Buckling; Computer science; Machine learning","score_opus":0.016446499177866402,"score_gpt":0.23351643707076528,"score_spread":0.21706993789289888,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4210633113","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.042665623,0.00007314135,0.9557709,0.000061257706,0.000006974489,0.00002176897,0.000032552405,0.00044248372,0.0009253692],"genre_scores_gemma":[0.95323867,0.000042944233,0.045254275,0.00002502773,0.000009273491,0.00007970783,0.00010923275,0.00003674515,0.0012040213],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997192,0.00009271407,0.000014965004,0.00005827234,0.00007876124,0.00003594447],"domain_scores_gemma":[0.998889,0.00069580995,0.00013599782,0.00006188982,0.00018806307,0.00002927941],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007592295,0.0005553788,0.0007856124,0.0005437373,0.0002582518,0.00047825827,0.0006974908,0.0006484356,0.0012662105],"category_scores_gemma":[0.0025691912,0.0004198788,0.0003861017,0.00027828023,0.00040816335,0.00057989376,0.0006917756,0.0006785169,0.0003008601],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000032808977,0.00003782793,0.00032972498,0.000019820653,0.000008671637,0.000011152659,0.00001795695,0.9721844,0.0018852486,0.00091160793,0.00017104887,0.024389671],"study_design_scores_gemma":[5.0523556e-7,0.0000046745618,0.000038778453,7.2616945e-7,4.471467e-7,7.8024834e-7,7.982161e-7,0.99956185,0.0001619235,0.00021080916,0.000018136465,5.902815e-7],"about_ca_topic_score_codex":0.0033752872,"about_ca_topic_score_gemma":0.0038667729,"teacher_disagreement_score":0.0033752872,"about_ca_system_score_codex":0.000586395,"about_ca_system_score_gemma":0.00067245925,"threshold_uncertainty_score":0.006711304},"labels":[],"label_agreement":null},{"id":"W4210718808","doi":"10.1016/j.engstruct.2022.113917","title":"Static performance of stud shear connectors and UHPC in deck-to-girder composite connection","year":2022,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":43,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia; University of Manitoba","funders":"","keywords":"Structural engineering; Precast concrete; Embedment; Shear (geology); Stiffness; Slip (aerodynamics); Deck; Geotechnical engineering; Composite number; Girder; Engineering; Eurocode; Materials science; Composite material","score_opus":0.004961874526865249,"score_gpt":0.19895015749833939,"score_spread":0.19398828297147414,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4210718808","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986998,0.000055774133,0.00036698958,0.0000059029717,0.000010397928,0.0000028992874,0.000039225433,0.000047152786,0.00077198475],"genre_scores_gemma":[0.9987275,0.000023367847,0.00013209136,0.000005180531,0.0000021165044,0.0000017633064,0.00006157213,0.000011086063,0.0010351507],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995797,0.00008031173,0.000016653194,0.00008435674,0.00011897557,0.000119962126],"domain_scores_gemma":[0.99899036,0.00031622982,0.00009549236,0.00009118908,0.00031147414,0.00019526997],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004016468,0.00048038788,0.00036804294,0.00059592456,0.00039447067,0.00031243198,0.0005350737,0.0006135169,0.0063727545],"category_scores_gemma":[0.0011008113,0.0003121688,0.00030615288,0.0003709334,0.0004082972,0.00041679217,0.0004412761,0.00025407836,0.0011631061],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0053244904,0.00029447282,0.010613435,0.00014482847,0.00003430778,0.00044393694,0.00044015652,0.02662135,0.93365467,0.00041298813,0.00058008096,0.021435287],"study_design_scores_gemma":[0.00010427188,0.009674449,0.09151755,0.00004572227,0.00014092129,0.00027781288,0.00073469063,0.057464506,0.8380256,0.00014755403,0.0018052604,0.000061624276],"about_ca_topic_score_codex":0.0012341641,"about_ca_topic_score_gemma":0.00215746,"teacher_disagreement_score":0.0063727545,"about_ca_system_score_codex":0.0002931539,"about_ca_system_score_gemma":0.0002971474,"threshold_uncertainty_score":0.021318972},"labels":[],"label_agreement":null},{"id":"W4210751309","doi":"10.1016/j.engstruct.2022.113913","title":"Design and experimental investigation of deep beams based on the Generative Tie Method","year":2022,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"Conselho Nacional de Desenvolvimento Científico e Tecnológico; Natural Sciences and Engineering Research Council of Canada; Coordenação de Aperfeiçoamento de Pessoal de Nível Superior","keywords":"Truss; Finite element method; Structural engineering; Computer science; Compression (physics); Digital image correlation; Design methods; Generative grammar; Engineering; Artificial intelligence; Mechanical engineering; Materials science","score_opus":0.013030459646925832,"score_gpt":0.2285692233698607,"score_spread":0.21553876372293487,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4210751309","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4110651,0.000052018353,0.58186954,0.00004102076,0.000039123996,0.00024672714,0.00013189852,0.0005841014,0.005970381],"genre_scores_gemma":[0.82719,0.000044835848,0.16994862,0.000020076495,0.000004606576,0.00029446834,0.00007524692,0.00007786136,0.002344308],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99958295,0.0001232048,0.00001276649,0.000064316475,0.000167086,0.00004973311],"domain_scores_gemma":[0.9987556,0.0005756538,0.0001158044,0.0002635745,0.0001883057,0.000101039535],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00077242445,0.00052993617,0.00044022693,0.00039273791,0.00019766316,0.0003210534,0.0009779516,0.0006334251,0.0034746525],"category_scores_gemma":[0.0012308423,0.00044982927,0.00036032838,0.00026911148,0.000427226,0.00041130604,0.0006336554,0.0004418279,0.0004352659],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009246387,0.0011136775,0.004657057,0.00042169148,0.00008007138,0.00017632017,0.00057804136,0.37608737,0.48428163,0.016849583,0.00066873856,0.114161216],"study_design_scores_gemma":[0.00015370283,0.0023636015,0.0026388734,0.000024036242,0.00005447854,0.00006346655,0.00009585895,0.89066917,0.09867638,0.0024587293,0.0027703817,0.000031412885],"about_ca_topic_score_codex":0.00033409317,"about_ca_topic_score_gemma":0.00052935205,"teacher_disagreement_score":0.0034746525,"about_ca_system_score_codex":0.00023873123,"about_ca_system_score_gemma":0.00038464653,"threshold_uncertainty_score":0.011623859},"labels":[],"label_agreement":null},{"id":"W4212804760","doi":"10.1016/j.engstruct.2022.113983","title":"Analysis and design of two-way slabs strengthened in flexure with FRCM","year":2022,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":36,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Structural engineering; Cracking; Slab; Materials science; Parametric statistics; Reinforcement; Finite element method; Reinforced concrete; Composite material; Engineering; Mathematics","score_opus":0.005591171812417392,"score_gpt":0.19649168079882223,"score_spread":0.19090050898640484,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4212804760","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6290157,0.00027961886,0.34041357,0.0001997334,0.000033343586,0.00013203864,0.00017128233,0.00036876544,0.029385908],"genre_scores_gemma":[0.9638431,0.000079138896,0.031665627,0.00001732861,0.000006742226,0.00005387542,0.0000635897,0.00004251253,0.0042280573],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99976224,0.000054914148,0.0000058764595,0.000026089107,0.00009328516,0.000057578738],"domain_scores_gemma":[0.9997297,0.00010283635,0.00005052978,0.000021110964,0.000068425754,0.000027449309],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044033377,0.0005723469,0.0006880977,0.00063573057,0.00035410485,0.0007368244,0.0012193432,0.0011360386,0.0027524724],"category_scores_gemma":[0.0006588958,0.0006219361,0.0007928843,0.0003033934,0.00053391926,0.00032474316,0.00047603075,0.00037281855,0.00031349418],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000060149472,0.000034644057,0.00059653784,0.00004704148,0.000015687365,0.00008724404,0.000035025303,0.9785876,0.013279939,0.0022213722,0.00011035036,0.0049242335],"study_design_scores_gemma":[0.0000077613895,0.00006273258,0.00048991514,0.0000047874387,0.000008709154,0.000012187436,0.000023938062,0.9974195,0.001500734,0.00019416708,0.0002715363,0.0000039661113],"about_ca_topic_score_codex":0.00730966,"about_ca_topic_score_gemma":0.0076210084,"teacher_disagreement_score":0.00730966,"about_ca_system_score_codex":0.0007654159,"about_ca_system_score_gemma":0.0010914905,"threshold_uncertainty_score":0.014534175},"labels":[],"label_agreement":null},{"id":"W4214774867","doi":"10.1016/j.engstruct.2022.114068","title":"Seismic behavior of full-scale wall piers with high-strength steel reinforcement","year":2022,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"Ministry of Science and Technology, Taiwan","keywords":"Reinforcement; Spall; Pier; Structural engineering; Stiffness; Shear wall; Geotechnical engineering; Seismic loading; Materials science; Composite material; Engineering","score_opus":0.00410084762377298,"score_gpt":0.18341931996398053,"score_spread":0.17931847234020756,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4214774867","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99860746,0.000008899386,0.0005467295,0.000010981344,0.0000016504919,0.0000022079598,0.000026572256,0.000028254151,0.00076729245],"genre_scores_gemma":[0.9994099,0.0000061460114,0.0001404791,0.0000023418395,8.2439385e-7,0.0000011511913,0.000043183434,0.000004804377,0.00039108717],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998901,0.000019016885,0.0000034360448,0.000019950023,0.000034107572,0.00003337112],"domain_scores_gemma":[0.9995401,0.00015977508,0.000055368866,0.000034694647,0.00008093115,0.00012913438],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017612202,0.0002648538,0.00024516415,0.00035817415,0.00021712812,0.00024343515,0.00032452837,0.00044821217,0.002185382],"category_scores_gemma":[0.0007591401,0.00025418136,0.00018618225,0.0002826699,0.0005607428,0.00024666308,0.00031737928,0.00026281702,0.00034400096],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0020409862,0.00070597755,0.044413056,0.00009992868,0.00010698476,0.0020710474,0.0006971404,0.56716436,0.36453316,0.0017800594,0.0012987299,0.015088602],"study_design_scores_gemma":[0.000056015117,0.0010692579,0.0930466,0.000010383279,0.000031760774,0.00031372317,0.0006015829,0.86618704,0.037948642,0.00033484667,0.00036617543,0.000033994136],"about_ca_topic_score_codex":0.0018674239,"about_ca_topic_score_gemma":0.0017898278,"teacher_disagreement_score":0.002185382,"about_ca_system_score_codex":0.00029406816,"about_ca_system_score_gemma":0.00022306197,"threshold_uncertainty_score":0.0073108077},"labels":[],"label_agreement":null},{"id":"W4220789862","doi":"10.1016/j.engstruct.2022.114134","title":"Strength reduction design method for reinforced concrete structures: Generalization","year":2022,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Robustness (evolution); Stiffening; Reinforced concrete; Computer science; Reinforcement; Reduction (mathematics); Generalization; Stiffness; Design methods; Engineering; Mathematics; Geometry; Mechanical engineering","score_opus":0.01325436935061902,"score_gpt":0.24425093973953607,"score_spread":0.23099657038891705,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220789862","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0030607872,0.00007060707,0.9932546,0.000039068975,0.00002059403,0.000029028197,0.000018502174,0.000109949426,0.0033969588],"genre_scores_gemma":[0.18663353,0.00048296165,0.7951132,0.0001511903,0.00010542702,0.00025573128,0.00017793839,0.00035990626,0.016720152],"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9997174,0.00007202699,0.00001419979,0.000050077542,0.000128877,0.000017461993],"domain_scores_gemma":[0.9997348,0.00007834519,0.000018211918,0.00005335753,0.00010608255,0.000009147203],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006065981,0.00052493473,0.0006769342,0.0005775625,0.0002683462,0.00032837852,0.0009283645,0.00046384742,0.0041002273],"category_scores_gemma":[0.00093012734,0.00033067627,0.00088879064,0.0003369618,0.00047642255,0.00046897517,0.0006221383,0.0009797259,0.0012358192],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007319588,0.00015902036,0.0006206203,0.00030037062,0.00006445305,0.000104262246,0.00023649537,0.39550588,0.032335214,0.09988782,0.0048230127,0.46588966],"study_design_scores_gemma":[0.00001636439,0.00005650765,0.00015164299,0.000024554432,0.0000213943,0.00007565569,0.000015223613,0.96310234,0.0042536915,0.023652222,0.008621113,0.000009152903],"about_ca_topic_score_codex":0.0016481936,"about_ca_topic_score_gemma":0.0026571255,"teacher_disagreement_score":0.0041002273,"about_ca_system_score_codex":0.00033106614,"about_ca_system_score_gemma":0.0006106412,"threshold_uncertainty_score":0.013716638},"labels":[],"label_agreement":null},{"id":"W4220813746","doi":"10.1016/j.engstruct.2022.114080","title":"Behavior of steel I-beams reinforced while under load","year":2022,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Welding; Beam (structure); Structural engineering; Materials science; Flexural strength; Concrete cover; I-beam; Residual stress; Ultimate load; Composite material; Reinforced concrete; Finite element method; Engineering","score_opus":0.006928074827829282,"score_gpt":0.1953189215463983,"score_spread":0.188390846718569,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220813746","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99770087,0.000017606919,0.0007504659,0.00001767524,0.0000031667032,0.0000029148089,0.000041960982,0.000029782103,0.0014354563],"genre_scores_gemma":[0.99895656,0.000012368559,0.00020617255,0.0000046714995,0.0000010012243,0.0000025209285,0.000057388217,0.000008973578,0.00075034134],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998864,0.000015345688,0.0000035936373,0.000022305243,0.000033485252,0.000038825758],"domain_scores_gemma":[0.9995328,0.00016522278,0.000081299564,0.000035417233,0.00012812547,0.000057160923],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016403539,0.00024541043,0.00019444068,0.0005139621,0.00035915154,0.00029252877,0.0004391027,0.00046176385,0.0028698754],"category_scores_gemma":[0.0009900475,0.00018618102,0.00023570684,0.00026527583,0.0005285318,0.00032243066,0.0002779941,0.00026360955,0.0004418658],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0018148129,0.00044160284,0.03563014,0.000120471705,0.00009275993,0.0012819605,0.0016159957,0.2524304,0.68026364,0.0030114714,0.001064071,0.022232639],"study_design_scores_gemma":[0.00002753049,0.0010404469,0.08542043,0.000036806192,0.000048273432,0.00025367152,0.0011752702,0.78629816,0.123887606,0.0007879972,0.0009746738,0.00004913934],"about_ca_topic_score_codex":0.0053044553,"about_ca_topic_score_gemma":0.0048315623,"teacher_disagreement_score":0.0053044553,"about_ca_system_score_codex":0.00026989414,"about_ca_system_score_gemma":0.00021935838,"threshold_uncertainty_score":0.010547161},"labels":[],"label_agreement":null},{"id":"W4220854630","doi":"10.1016/j.engstruct.2022.114081","title":"In-operation performance evaluation of damped light poles using fatigue life estimations","year":2022,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Moncton","funders":"","keywords":"Bridge (graph theory); Structural engineering; Vibration; Damper; Engineering; Service life; Full scale; Cylinder; Mechanical engineering; Physics; Acoustics","score_opus":0.040571096570731914,"score_gpt":0.31915558435635233,"score_spread":0.2785844877856204,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220854630","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.948252,0.00019188745,0.0492728,0.000023015264,0.000015513482,0.000024039233,0.000101516634,0.00064097554,0.0014782076],"genre_scores_gemma":[0.99749386,0.000020964191,0.0019371555,0.0000030684407,0.000001656372,0.000005751682,0.00004899328,0.000012955311,0.00047563532],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996729,0.00006871554,0.000015969688,0.000052384523,0.00013892588,0.00005114386],"domain_scores_gemma":[0.9985966,0.0005046094,0.0001674923,0.00017682684,0.000445137,0.00010937959],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005603907,0.00062962266,0.00048129313,0.00068041653,0.0002506729,0.0003972771,0.00064890087,0.0006144728,0.0027076015],"category_scores_gemma":[0.0013310397,0.0001724421,0.0002027846,0.00020831704,0.00017653579,0.0005194829,0.00025351506,0.00020696069,0.00079696305],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0068351654,0.0006743852,0.02288538,0.00068799296,0.00013224791,0.00031856966,0.00051347597,0.1011505,0.6555032,0.00029507757,0.00071930233,0.21028475],"study_design_scores_gemma":[0.00008169439,0.006020789,0.06567939,0.00003519427,0.00017590809,0.00029883478,0.0002833984,0.6042928,0.32134634,0.00022676683,0.0015081652,0.0000507492],"about_ca_topic_score_codex":0.0009064578,"about_ca_topic_score_gemma":0.0010035621,"teacher_disagreement_score":0.0027076015,"about_ca_system_score_codex":0.0001648836,"about_ca_system_score_gemma":0.00011568601,"threshold_uncertainty_score":0.00905782},"labels":[],"label_agreement":null},{"id":"W4221041875","doi":"10.1016/j.engstruct.2022.114083","title":"Predicting shear strength of FRP-reinforced concrete beams using novel synthetic data driven deep learning","year":2022,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":77,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University; Western University","funders":"","keywords":"Computer science; Machine learning; Test data; Generalization; Experimental data; Artificial intelligence; Bayesian optimization; Code (set theory); Artificial neural network; Generative grammar; Bayesian network; Synthetic data; Mathematics","score_opus":0.017969997856662784,"score_gpt":0.2586205071042506,"score_spread":0.24065050924758782,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4221041875","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7474262,0.00023655221,0.24899873,0.00021189082,0.000048450343,0.000023799807,0.000531111,0.0008454586,0.0016777704],"genre_scores_gemma":[0.983922,0.000041627158,0.014945914,0.000026865033,0.000009028255,0.000012368498,0.00033596734,0.000019666071,0.0006866605],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99993324,0.000009194572,0.000002584249,0.00002177818,0.000020488656,0.000012640886],"domain_scores_gemma":[0.99966145,0.00014706812,0.00005343254,0.000026755268,0.00008680066,0.000024638706],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021801806,0.0005856019,0.00027072916,0.00044569845,0.00010207603,0.00025626895,0.0005978329,0.0007819873,0.0007383881],"category_scores_gemma":[0.0007749123,0.0003136529,0.0003462191,0.0002880833,0.00027009237,0.0004210542,0.0003268758,0.0005578072,0.00019805669],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007750196,0.00011543046,0.0049425126,0.000026857935,0.00002645642,0.000049827544,0.00001362529,0.95031154,0.008880045,0.000498376,0.0005077986,0.034550037],"study_design_scores_gemma":[8.216091e-7,0.000004959258,0.00030490552,6.0142895e-7,8.3284294e-7,0.0000022833144,0.0000010777757,0.99908686,0.00047562819,0.00010419,0.000016921314,8.5057997e-7],"about_ca_topic_score_codex":0.004606545,"about_ca_topic_score_gemma":0.008526886,"teacher_disagreement_score":0.004606545,"about_ca_system_score_codex":0.00038711322,"about_ca_system_score_gemma":0.00040000567,"threshold_uncertainty_score":0.009159446},"labels":[],"label_agreement":null},{"id":"W4221078183","doi":"10.1016/j.engstruct.2022.114102","title":"Hybrid self-centering rocking core system with fiction spring and viscous dampers for seismic resilience","year":2022,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"National Natural Science Foundation of China","keywords":"Structural engineering; Structural system; Damper; Resilience (materials science); Nonlinear system; Displacement (psychology); Engineering; Tuned mass damper; Fragility; Incremental Dynamic Analysis; Seismic loading; Seismic analysis; Materials science","score_opus":0.0035412856050139247,"score_gpt":0.176148076263897,"score_spread":0.17260679065888307,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4221078183","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6181522,0.0002952362,0.3617039,0.000121465724,0.00011827576,0.00005823128,0.00007951094,0.00071578746,0.018755304],"genre_scores_gemma":[0.9848439,0.000037871683,0.012238568,0.000018589495,0.000009612939,0.00002183412,0.000030047726,0.000014653438,0.0027848475],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99992466,0.000012297046,0.0000028383236,0.000016682136,0.000029172093,0.000014292112],"domain_scores_gemma":[0.9998989,0.000016188056,0.000013435431,0.000021441112,0.000030287725,0.00001975391],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009959687,0.00024286279,0.00039821744,0.00030249832,0.00040145405,0.0003130032,0.0006942168,0.0004142614,0.002873215],"category_scores_gemma":[0.00019934215,0.00012223973,0.00024743873,0.00018690761,0.00031136893,0.0004400971,0.0006652643,0.00022820992,0.00041802964],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005385321,0.00039908692,0.002489371,0.00020254217,0.00009912445,0.00049692945,0.0002899847,0.64967936,0.21721344,0.02957999,0.0025869678,0.09642467],"study_design_scores_gemma":[0.000011085169,0.00012717265,0.00044274758,0.0000041549647,0.000011463607,0.000036995945,0.000019897667,0.993091,0.0045346846,0.00085581,0.0008540323,0.000010838733],"about_ca_topic_score_codex":0.00090052735,"about_ca_topic_score_gemma":0.0011971998,"teacher_disagreement_score":0.002873215,"about_ca_system_score_codex":0.00016478238,"about_ca_system_score_gemma":0.00026821316,"threshold_uncertainty_score":0.009611845},"labels":[],"label_agreement":null},{"id":"W4224226149","doi":"10.1016/j.engstruct.2022.114278","title":"Experimental and numerical study on the bending response of a prefabricated composite CLT-steel floor module","year":2022,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Composite number; Serviceability (structure); Limit state design; Cross laminated timber; Deflection (physics); Finite element method; Stiffness; Engineering; Bending stiffness; Structural load; Materials science; Composite material","score_opus":0.011651567777048082,"score_gpt":0.21417452456101854,"score_spread":0.20252295678397045,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4224226149","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99607867,0.000055813,0.0027825488,0.000010997875,0.000010588563,0.000009813312,0.00006463113,0.00003507044,0.0009518126],"genre_scores_gemma":[0.9966181,0.000035798337,0.0025860188,0.000005645702,0.000002132779,0.00000822431,0.00005257916,0.0000045013694,0.0006870803],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997793,0.000017241116,0.000009549001,0.000038505565,0.00011587623,0.0000395734],"domain_scores_gemma":[0.99967515,0.00008893948,0.000054728687,0.00006121821,0.00009027091,0.000029800625],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003535832,0.00027975452,0.00027040567,0.00022337014,0.00027505402,0.00016336545,0.0003418219,0.00058908784,0.001814892],"category_scores_gemma":[0.00032499465,0.00012595957,0.0002495162,0.00020221755,0.00041778345,0.00017165024,0.00023068459,0.00024699798,0.00024132227],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019003272,0.00017078228,0.002814658,0.00011070544,0.000007260645,0.000229598,0.00015304811,0.019674335,0.97011024,0.00018647288,0.000109185945,0.0062437668],"study_design_scores_gemma":[0.00003246978,0.0033772408,0.037601408,0.00002302505,0.000034171546,0.00031608957,0.00039768542,0.146417,0.8100059,0.00017688017,0.0015720045,0.000046218935],"about_ca_topic_score_codex":0.00041799658,"about_ca_topic_score_gemma":0.00096279714,"teacher_disagreement_score":0.001814892,"about_ca_system_score_codex":0.00011078894,"about_ca_system_score_gemma":0.00011484157,"threshold_uncertainty_score":0.0060714483},"labels":[],"label_agreement":null},{"id":"W4226141663","doi":"10.1016/j.engstruct.2022.114217","title":"A numerical study of erosion void and corrosion effects on the performance of buried corrugated steel culverts","year":2022,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada; Carleton University","keywords":"Culvert; Geotechnical engineering; Erosion; Corrosion; Structural engineering; Service life; Finite element method; Overburden; Geology; Materials science; Engineering; Composite material","score_opus":0.00384704652289106,"score_gpt":0.1777903766437288,"score_spread":0.17394333012083774,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4226141663","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9969118,0.000040346342,0.001052934,0.000021391785,0.000007074796,0.000003959747,0.000022639479,0.000029355835,0.0019103219],"genre_scores_gemma":[0.99912924,0.000018228006,0.00042339507,0.0000035941814,0.0000014896167,0.0000015267448,0.000014223046,0.0000041706794,0.00040407036],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99990106,0.00001955049,0.00000425529,0.000014468048,0.000030832955,0.00002972637],"domain_scores_gemma":[0.9994191,0.00029363242,0.00006996884,0.000046563277,0.0001244637,0.00004626163],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018661718,0.0003329212,0.00050839025,0.00034030573,0.00036650483,0.0004329805,0.00048546624,0.0007252628,0.0012232116],"category_scores_gemma":[0.0011432475,0.00021801349,0.00028555468,0.00038072473,0.0005693636,0.0002586591,0.00021126948,0.000282421,0.00012032472],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002524383,0.00025988833,0.007485427,0.00006902807,0.000031993393,0.00050828914,0.00014453602,0.9539321,0.028811615,0.0007122944,0.00041352093,0.007378856],"study_design_scores_gemma":[0.000028156477,0.00027413171,0.005936588,0.0000058759665,0.000015651962,0.000072712384,0.000103555176,0.9894159,0.0038601186,0.00010316581,0.00017252326,0.0000116948395],"about_ca_topic_score_codex":0.007687749,"about_ca_topic_score_gemma":0.0063913055,"teacher_disagreement_score":0.007687749,"about_ca_system_score_codex":0.00045514212,"about_ca_system_score_gemma":0.00033815557,"threshold_uncertainty_score":0.015286028},"labels":[],"label_agreement":null},{"id":"W4280488784","doi":"10.1016/j.engstruct.2022.114355","title":"Numerical investigation on the seismic behaviour of GFRP-reinforced concrete rectangular columns","year":2022,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Fibre-reinforced plastic; Structural engineering; Reinforcement; Materials science; Finite element method; Parametric statistics; Shear (geology); Composite material; Engineering; Mathematics","score_opus":0.009614504876737406,"score_gpt":0.19258815280698738,"score_spread":0.18297364793024998,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4280488784","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99038625,0.00009616908,0.004076699,0.00006788018,0.0000112629605,0.000011182709,0.00009541496,0.00006228061,0.005192952],"genre_scores_gemma":[0.9979448,0.000048951428,0.0012024825,0.000008433269,0.0000032873447,0.000004832097,0.000042151143,0.0000070848428,0.00073792005],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99989045,0.000025141302,0.0000043983923,0.000014043079,0.00003319807,0.000032663316],"domain_scores_gemma":[0.9993343,0.00037548775,0.00009427989,0.00004312592,0.00009278644,0.000060042872],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023503564,0.00030228382,0.00040615353,0.00044806415,0.0003590461,0.00036006892,0.0005651041,0.0009942581,0.002119008],"category_scores_gemma":[0.0013152901,0.00027425247,0.0003323225,0.0005541225,0.0007503401,0.00024478344,0.00028624237,0.00035629285,0.00017049504],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010500175,0.000116741685,0.0043716365,0.00007237045,0.000028331782,0.0003123684,0.00010733865,0.9768415,0.0131909875,0.0009904592,0.0002178384,0.003645373],"study_design_scores_gemma":[0.000008813339,0.000055505654,0.0024177516,0.00000607428,0.000007538836,0.000031457657,0.000059998354,0.99596643,0.0012603089,0.000070913105,0.00010955357,0.0000055214036],"about_ca_topic_score_codex":0.010688528,"about_ca_topic_score_gemma":0.009356036,"teacher_disagreement_score":0.010688528,"about_ca_system_score_codex":0.00035733276,"about_ca_system_score_gemma":0.0004527977,"threshold_uncertainty_score":0.021252632},"labels":[],"label_agreement":null},{"id":"W4280600364","doi":"10.1016/j.engstruct.2022.114350","title":"Thunderstorm wind load evaluation on storm shelters using wind tunnel testing","year":2022,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":22,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Thunderstorm; Storm; Tornado; Meteorology; Wind tunnel; Severe weather; Wind engineering; Environmental science; Aerodynamics; Boundary layer; Wind speed; Planetary boundary layer; Atmospheric sciences; Engineering; Turbulence; Geology; Geography; Aerospace engineering","score_opus":0.027559590391013175,"score_gpt":0.23358785728852624,"score_spread":0.20602826689751308,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4280600364","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99920565,0.0000053684107,0.0003770595,0.000002325237,0.0000014485747,0.000007679765,0.000047971993,0.000013915916,0.00033860825],"genre_scores_gemma":[0.99926347,0.000008358442,0.00033271252,0.0000018992093,6.2352456e-7,0.000005594776,0.00007518811,0.000005151776,0.00030711188],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99980634,0.000039914765,0.00001601445,0.00002025855,0.000081509555,0.000035967045],"domain_scores_gemma":[0.99931157,0.000177409,0.00005566914,0.00006918008,0.00028762704,0.000098664095],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004076959,0.0004557295,0.00027743995,0.0006834457,0.0006021641,0.00027794112,0.00039777826,0.00043854615,0.0017401238],"category_scores_gemma":[0.00071790797,0.00022619852,0.00029213444,0.00031210866,0.00027737697,0.0005021146,0.00027480818,0.00025616318,0.00026040856],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0036629802,0.0016549944,0.21406071,0.00019775915,0.00010805245,0.0014790902,0.0014804153,0.13955659,0.5731038,0.00032388064,0.0010040802,0.06336769],"study_design_scores_gemma":[0.000218313,0.00882819,0.4464802,0.000044828143,0.000114443,0.0004248202,0.0023202049,0.36583894,0.17425632,0.00024694673,0.0011613518,0.0000653653],"about_ca_topic_score_codex":0.005909035,"about_ca_topic_score_gemma":0.013817212,"teacher_disagreement_score":0.005909035,"about_ca_system_score_codex":0.0002466553,"about_ca_system_score_gemma":0.00032790238,"threshold_uncertainty_score":0.011749268},"labels":[],"label_agreement":null},{"id":"W4283030153","doi":"10.1016/j.engstruct.2022.114525","title":"Bond-slip model uncertainty quantification and effect on nonlinear behavior simulations of reinforced concrete columns","year":2022,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Slip (aerodynamics); Nonlinear system; Structural engineering; Materials science; Probabilistic logic; Bond; Reinforced concrete; Computer science; Engineering; Physics; Artificial intelligence","score_opus":0.009705349870720551,"score_gpt":0.2347579449289505,"score_spread":0.22505259505822994,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4283030153","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9689784,0.00010310412,0.02568811,0.000173175,0.000028032446,0.000018644718,0.00018414017,0.00017621304,0.0046501774],"genre_scores_gemma":[0.99789256,0.00002528125,0.0016103769,0.000011361903,0.000003110191,0.0000059527943,0.000044577548,0.000022367827,0.0003844645],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998024,0.000079260004,0.000009364389,0.000027461176,0.000043618016,0.000037816022],"domain_scores_gemma":[0.9979171,0.0014808556,0.00017917303,0.00011049684,0.000227577,0.000084859465],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00064706703,0.00055327866,0.0005054286,0.00042471554,0.00045038512,0.0005543156,0.0004984725,0.0010537454,0.0013068445],"category_scores_gemma":[0.0037185382,0.00043418017,0.0004116293,0.00031761144,0.0006437632,0.00070411974,0.00046444344,0.0007778736,0.00009746498],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000024789817,0.00002549522,0.0004598217,0.000007223962,0.000004948907,0.000012079587,0.000011341458,0.9976217,0.000658062,0.00043256045,0.00003814336,0.00070385163],"study_design_scores_gemma":[0.0000015705117,0.000009778718,0.00012903336,9.836432e-7,0.0000016403976,9.539781e-7,0.000003345696,0.9993861,0.00039147545,0.00006014364,0.000013423931,0.000001481354],"about_ca_topic_score_codex":0.015568455,"about_ca_topic_score_gemma":0.009835421,"teacher_disagreement_score":0.015568455,"about_ca_system_score_codex":0.000655073,"about_ca_system_score_gemma":0.0006236819,"threshold_uncertainty_score":0.030955672},"labels":[],"label_agreement":null},{"id":"W4283365599","doi":"10.1016/j.engstruct.2022.114544","title":"Structural fatigue crack localisation based on spatially distributed entropy and wavelet transform","year":2022,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba; Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada; China Scholarship Council; Ministry of Education of the People's Republic of China; University of Manitoba","keywords":"Structural engineering; Wavelet; Vibration; Wavelet transform; Entropy (arrow of time); Breathing; Linearity; Sample entropy; Computer science; Acoustics; Engineering; Artificial intelligence; Pattern recognition (psychology); Physics; Electronic engineering","score_opus":0.011706158605267069,"score_gpt":0.23843621073691443,"score_spread":0.22673005213164735,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4283365599","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.13358235,0.00030682344,0.8648117,0.000069833884,0.000019697496,0.000014262158,0.0000675416,0.0001151645,0.0010126459],"genre_scores_gemma":[0.88441443,0.00036703533,0.113699324,0.000025631858,0.000057348258,0.000022037035,0.00011108676,0.000034084656,0.001268935],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987614,0.000029693187,0.0000050529543,0.000026239955,0.00005092063,0.000011955478],"domain_scores_gemma":[0.99955744,0.00022626863,0.00007354328,0.000034511766,0.00008781075,0.00002039932],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003092616,0.00030496984,0.0003223151,0.001009823,0.00011331852,0.00033091658,0.00027950256,0.00038193638,0.0006046218],"category_scores_gemma":[0.0010923097,0.00017158399,0.00023138618,0.0005735464,0.00037444188,0.0010437135,0.00042932,0.00028189723,0.00016999377],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00068222615,0.00013799884,0.00830883,0.00028368662,0.000103427345,0.00031843287,0.00024219643,0.18327613,0.3297056,0.017269913,0.00092808326,0.45874348],"study_design_scores_gemma":[0.000008814409,0.00006869577,0.005622169,0.00001046769,0.000025679603,0.00019336135,0.00002510843,0.97524637,0.015225578,0.003254433,0.0002997462,0.000019658839],"about_ca_topic_score_codex":0.0003426131,"about_ca_topic_score_gemma":0.00055581966,"teacher_disagreement_score":0.001009823,"about_ca_system_score_codex":0.00013651687,"about_ca_system_score_gemma":0.00013822364,"threshold_uncertainty_score":0.0020226836},"labels":[],"label_agreement":null},{"id":"W4283746843","doi":"10.1016/j.engstruct.2022.114580","title":"Analytical solution for vibration and buckling of cylindrical sandwich panels with improved FG metal foam core","year":2022,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Buckling; Metal foam; Materials science; Sandwich panel; Core (optical fiber); Vibration; Sandwich-structured composite; Natural frequency; Porosity; Structural engineering; Composite material; Modulus; Engineering; Physics; Acoustics","score_opus":0.0066824204529318506,"score_gpt":0.20265515890278635,"score_spread":0.1959727384498545,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4283746843","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.16268095,0.0015689996,0.74872,0.000947547,0.00022351577,0.0001615382,0.00024120616,0.0003896906,0.085066594],"genre_scores_gemma":[0.9183551,0.00048581345,0.05000708,0.00019260976,0.00010363501,0.0001469981,0.00010505601,0.00015379932,0.030449871],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998677,0.00002766683,0.0000037023278,0.00001891553,0.0000552645,0.000026766505],"domain_scores_gemma":[0.9996412,0.00017593805,0.000038233768,0.000021139555,0.00009915656,0.000024312087],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039951614,0.00063283497,0.00049983367,0.00056007993,0.00044570252,0.0006843233,0.00093361933,0.001813874,0.005336375],"category_scores_gemma":[0.001375657,0.00041576303,0.0007394,0.0002811733,0.000772136,0.0006877509,0.0006523687,0.0008708109,0.0006981416],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009022722,0.000095420706,0.00069213763,0.00029721152,0.00003417074,0.00032203938,0.00024022143,0.90110207,0.029061245,0.047495537,0.0021321436,0.018437626],"study_design_scores_gemma":[0.0000052412765,0.0000095021005,0.00015004013,0.0000108660715,0.0000030188125,0.000018052948,0.000032564487,0.9971789,0.00073735265,0.0014953695,0.00035473707,0.000004355859],"about_ca_topic_score_codex":0.0045259474,"about_ca_topic_score_gemma":0.0063241706,"teacher_disagreement_score":0.005336375,"about_ca_system_score_codex":0.0008227598,"about_ca_system_score_gemma":0.0008674953,"threshold_uncertainty_score":0.017851949},"labels":[],"label_agreement":null},{"id":"W4284963364","doi":"10.1016/j.engstruct.2022.114617","title":"Combined effect of cable sag and bending stiffness on in-plane modal behavior of two horizontal shallow cables connected by an elastic cross-tie","year":2022,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Stiffness; Bending stiffness; Structural engineering; Bending; Modal; Modal analysis; Engineering; Vibration; Finite element method; Materials science; Acoustics; Physics; Composite material","score_opus":0.002881867727967079,"score_gpt":0.21669773260610084,"score_spread":0.21381586487813375,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4284963364","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982856,0.000009829204,0.0013546668,0.00000808041,0.0000020453833,7.296114e-7,0.000008926219,0.000013131734,0.0003169986],"genre_scores_gemma":[0.9997937,0.000007823657,0.000084910054,0.000001751858,4.84912e-7,5.1408887e-7,0.000006408733,0.0000019599493,0.000102529266],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999336,0.000014688477,0.0000024102196,0.000009625196,0.000017219209,0.000022576749],"domain_scores_gemma":[0.9996644,0.0001718386,0.00004510711,0.000021664744,0.000054726326,0.000042179832],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011488922,0.00018613398,0.00013984114,0.00016886451,0.00018184552,0.00013556227,0.00012599141,0.00023927014,0.0013582775],"category_scores_gemma":[0.00044806142,0.00013460433,0.00014710556,0.00014650518,0.0002757961,0.00020238456,0.00016983904,0.00017373919,0.00009462319],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014926677,0.00010118246,0.014987756,0.00010889011,0.000046916917,0.0010196336,0.0004056855,0.08551548,0.8843778,0.00043076798,0.00020172144,0.011311627],"study_design_scores_gemma":[0.000046711382,0.00101334,0.11122501,0.000033421285,0.00016536271,0.00061095797,0.0011628127,0.55120945,0.33362758,0.0003498663,0.0005069245,0.000048601163],"about_ca_topic_score_codex":0.00078409753,"about_ca_topic_score_gemma":0.0014467445,"teacher_disagreement_score":0.0013582775,"about_ca_system_score_codex":0.00010758219,"about_ca_system_score_gemma":0.00009119288,"threshold_uncertainty_score":0.004543841},"labels":[],"label_agreement":null},{"id":"W4285384607","doi":"10.1016/j.engstruct.2022.114658","title":"Investigation of bevel-ended large-span soil-steel structures","year":2022,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Atlantic Industries (Canada); Western University","funders":"","keywords":"Span (engineering); Bevel; Structural engineering; Engineering; Forensic engineering; Geotechnical engineering","score_opus":0.006994759073263522,"score_gpt":0.18404917326298545,"score_spread":0.17705441418972193,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4285384607","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9941778,0.000042068397,0.0050651347,0.000006847406,0.00000483327,0.000009774188,0.000025703317,0.00002740073,0.00064039894],"genre_scores_gemma":[0.99615604,0.000036855345,0.0032633722,0.00000314477,8.6170724e-7,0.0000033914755,0.00004091671,0.0000040371906,0.0004914557],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998504,0.000018722902,0.000007672066,0.00002842131,0.000070220754,0.000024578867],"domain_scores_gemma":[0.9997012,0.00004959178,0.00007398081,0.00003933965,0.000095582276,0.000040283932],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002446495,0.0003232084,0.00019559282,0.000328557,0.00017873204,0.00022825519,0.00034396994,0.00040992917,0.0006632623],"category_scores_gemma":[0.00043257108,0.00014406288,0.00023422916,0.00014821308,0.0003009292,0.0002601713,0.0002735422,0.00016338461,0.00018500564],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00030305845,0.00020041375,0.022768823,0.00016043667,0.00003629434,0.001049199,0.00025670198,0.12663905,0.81822795,0.000718567,0.00014761019,0.029491898],"study_design_scores_gemma":[0.000027669754,0.004416447,0.07269992,0.000047458987,0.00007031141,0.0009162579,0.00085766084,0.4866152,0.43112537,0.00050187163,0.0026743524,0.000047486283],"about_ca_topic_score_codex":0.0005723829,"about_ca_topic_score_gemma":0.0017568115,"teacher_disagreement_score":0.0006632623,"about_ca_system_score_codex":0.00016929432,"about_ca_system_score_gemma":0.00020712493,"threshold_uncertainty_score":0.002218783},"labels":[],"label_agreement":null},{"id":"W4288421064","doi":"10.1016/j.engstruct.2022.114698","title":"Axial performance of grouted C-Shaped concrete block masonry columns jacketed by carbon and glass FRP","year":2022,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Masonry; Fibre-reinforced plastic; Grout; Block (permutation group theory); Materials science; Structural engineering; Composite material; Geotechnical engineering; Carbon fibers; Engineering; Composite number; Mathematics; Geometry","score_opus":0.004011150169808341,"score_gpt":0.17670994427668701,"score_spread":0.17269879410687866,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4288421064","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99926895,0.00002525969,0.00022819542,0.00000522632,0.000004640731,0.0000013597534,0.00005125256,0.00001653332,0.00039860889],"genre_scores_gemma":[0.99864215,0.000017775701,0.00012390877,0.0000042315955,0.0000012053573,0.0000011589322,0.00008201187,0.000005092998,0.0011225233],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997156,0.00003177427,0.000012943184,0.000048755053,0.0001047415,0.00008605758],"domain_scores_gemma":[0.999215,0.0002677178,0.000099518635,0.000044448778,0.00021820446,0.00015514977],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025842123,0.00036702404,0.00021225883,0.00036974187,0.00032446833,0.0002583991,0.0005049904,0.0005597099,0.0028731236],"category_scores_gemma":[0.00068252016,0.00021363849,0.00022650455,0.00024285118,0.0005177665,0.00022311218,0.00029245965,0.00027668182,0.00051683554],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0059796693,0.00056634186,0.009702838,0.000113838854,0.000038303195,0.00037394377,0.00030086652,0.06033015,0.91062504,0.0002708619,0.00044959522,0.011248573],"study_design_scores_gemma":[0.00007834153,0.006491326,0.09379563,0.000034772263,0.00006691231,0.00016824128,0.00053842575,0.13929738,0.7586507,0.00007672215,0.0007412973,0.000060291277],"about_ca_topic_score_codex":0.0064192005,"about_ca_topic_score_gemma":0.008095844,"teacher_disagreement_score":0.0064192005,"about_ca_system_score_codex":0.00036877542,"about_ca_system_score_gemma":0.0002686375,"threshold_uncertainty_score":0.012763679},"labels":[],"label_agreement":null},{"id":"W4292254471","doi":"10.1016/j.engstruct.2022.114774","title":"Flutter control of truss-type suspension bridges with a tuned mass damper based on the mass polar moment of inertia's optimum configuration","year":2022,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Vibration Control and Rheological Fluids","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Tuned mass damper; Flutter; Suspension (topology); Truss; Moment of inertia; Inertia; Structural engineering; Control theory (sociology); Damper; Moment (physics); Engineering; Materials science; Mechanics; Physics; Aerodynamics; Control (management); Mathematics; Computer science; Classical mechanics","score_opus":0.004486104082933369,"score_gpt":0.17039037270774232,"score_spread":0.16590426862480895,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4292254471","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.78162366,0.00027270807,0.20889854,0.00010058282,0.000069681126,0.000031772935,0.000020192121,0.00020160171,0.008781278],"genre_scores_gemma":[0.99789774,0.000017066219,0.0016417464,0.0000056516465,0.0000038037197,0.0000062275876,0.000003914774,0.0000027684555,0.00042104206],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99993837,0.000012575336,0.0000030201334,0.00001399043,0.00001645389,0.00001565923],"domain_scores_gemma":[0.99992156,0.00001708707,0.000023666827,0.000005056278,0.000023112236,0.000009441634],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021109972,0.00030883646,0.00026739945,0.00024586453,0.00026516127,0.00028730597,0.0003995272,0.00033606688,0.00090569805],"category_scores_gemma":[0.00015393991,0.000099056706,0.00017118784,0.000087828186,0.00020398304,0.00015162463,0.00017570955,0.00016162422,0.00011494356],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010357329,0.00019971518,0.0012950866,0.00024909698,0.000082477716,0.00024557608,0.00032330342,0.19559538,0.705674,0.0062016803,0.0008856846,0.088212274],"study_design_scores_gemma":[0.0000730434,0.00067436753,0.0027736868,0.000015614372,0.00003662244,0.00006164172,0.000038217968,0.9565558,0.038281325,0.00060603174,0.00086673547,0.000016898934],"about_ca_topic_score_codex":0.0006567339,"about_ca_topic_score_gemma":0.001173574,"teacher_disagreement_score":0.00090569805,"about_ca_system_score_codex":0.00018063445,"about_ca_system_score_gemma":0.00010481668,"threshold_uncertainty_score":0.0030298233},"labels":[],"label_agreement":null},{"id":"W4294662155","doi":"10.1016/j.engstruct.2022.114885","title":"Reliability-based calibration of site-specific design typhoon wind and wave loads for wind turbine","year":2022,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada; China Scholarship Council; Western University","keywords":"Typhoon; Offshore wind power; Turbine; Wind power; Calibration; Wind engineering; Marine engineering; Environmental science; Reliability (semiconductor); Wind speed; Renewable energy; Meteorology; Submarine pipeline; Design load; Significant wave height; Engineering; Wind wave; Structural engineering; Geology; Geotechnical engineering; Geography; Statistics","score_opus":0.010232626875537157,"score_gpt":0.18768049736214718,"score_spread":0.17744787048661,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4294662155","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7742821,0.00018033765,0.21901435,0.00007000433,0.000048454345,0.00006882994,0.0006479065,0.0018003893,0.0038876522],"genre_scores_gemma":[0.9886518,0.000019078443,0.010558901,0.000010018687,0.0000035425542,0.000022200738,0.00035638176,0.00009079959,0.00028727355],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99902046,0.00033749556,0.000047353165,0.00015839278,0.00037656023,0.00005964029],"domain_scores_gemma":[0.99514633,0.0015978529,0.0005588267,0.0009904269,0.0016397401,0.000066851615],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0019833152,0.0009977692,0.00040469805,0.0014456215,0.00030071582,0.00034696818,0.0008941572,0.0008567085,0.0011313688],"category_scores_gemma":[0.007855231,0.0004195801,0.00056111946,0.0005462861,0.00028566225,0.000700366,0.0005287061,0.00049850735,0.0005935223],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002573523,0.00015685805,0.04088237,0.00011837748,0.00010360202,0.00009108556,0.00017949066,0.86650956,0.02675495,0.0007455341,0.0015219713,0.06267884],"study_design_scores_gemma":[0.00002547121,0.00025835796,0.030561429,0.000018316454,0.000044357766,0.00008733609,0.00004321092,0.95342374,0.01437917,0.00052106794,0.0006132933,0.000024268387],"about_ca_topic_score_codex":0.0025581026,"about_ca_topic_score_gemma":0.00529633,"teacher_disagreement_score":0.0025581026,"about_ca_system_score_codex":0.0006658502,"about_ca_system_score_gemma":0.00037483865,"threshold_uncertainty_score":0.010488868},"labels":[],"label_agreement":null},{"id":"W4295894862","doi":"10.1016/j.engstruct.2022.114898","title":"Comparison of measured strain and thermal effects during reactor building leakage rate tests of a nuclear power plant","year":2022,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Response to Dynamic Loads","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"SNC-Lavalin (Canada); University of Toronto","funders":"","keywords":"Nuclear engineering; Nuclear power plant; Leakage (economics); Nuclear power; Materials science; Thermal; Thermal power station; Structural engineering; Engineering; Environmental science; Waste management; Physics; Nuclear physics; Thermodynamics","score_opus":0.005173906835365172,"score_gpt":0.21518842714250425,"score_spread":0.21001452030713907,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4295894862","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982704,0.00002027343,0.000972806,0.000009555034,0.0000045188235,0.0000060772923,0.00012512268,0.00003296998,0.0005582893],"genre_scores_gemma":[0.999542,0.000008393302,0.00014717176,0.000004114655,0.0000014972865,0.0000037532948,0.000073225885,0.0000092590335,0.0002105482],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99971884,0.000051637642,0.000015705637,0.00004012874,0.000119887656,0.000053744705],"domain_scores_gemma":[0.99930644,0.00031373498,0.000080475744,0.000067019646,0.00016729167,0.000064986045],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031761112,0.00045269652,0.00026519413,0.0004320553,0.0004369059,0.00030892214,0.00046246315,0.0005266939,0.0013620178],"category_scores_gemma":[0.0010262164,0.00025386116,0.0002520216,0.00029223305,0.00044221026,0.00032872372,0.0002693854,0.00047923578,0.00019709367],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0027132246,0.0003818492,0.021845715,0.00012867418,0.000039113453,0.00067048235,0.0008827055,0.013963867,0.94712603,0.00016304177,0.00024492978,0.011840417],"study_design_scores_gemma":[0.000059109665,0.0037238498,0.22339684,0.000025503494,0.000062933796,0.0004766225,0.0007018021,0.035745062,0.7347498,0.00009909586,0.0009026115,0.00005674457],"about_ca_topic_score_codex":0.0015607614,"about_ca_topic_score_gemma":0.0030280682,"teacher_disagreement_score":0.0015607614,"about_ca_system_score_codex":0.0002764171,"about_ca_system_score_gemma":0.00016760654,"threshold_uncertainty_score":0.0045564175},"labels":[],"label_agreement":null},{"id":"W4296618679","doi":"10.1016/j.engstruct.2022.114941","title":"In-plane behavior and seismic performance of differently detailed, multi-story, perforated, partially grouted masonry walls","year":2022,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Masonry; Structural engineering; Masonry veneer; Shear wall; Grout; Stiffness; Geotechnical engineering; Ductility (Earth science); Pier; Brittleness; Unreinforced masonry building; Reinforcement; Seismic loading; Compression (physics); Embedment; Engineering; Geology; Materials science; Composite material; Creep","score_opus":0.006370067294888622,"score_gpt":0.19003274096622463,"score_spread":0.183662673671336,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4296618679","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9978588,0.000007661182,0.0013134028,0.000005088664,0.0000011526462,0.0000011601498,0.0000356825,0.000013276098,0.00076368696],"genre_scores_gemma":[0.99925846,0.000009531547,0.0002174899,0.0000021103658,8.3781555e-7,0.0000011666524,0.00007353565,0.0000061483215,0.0004307781],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99988866,0.000022764236,0.000004313946,0.000018582497,0.000033611163,0.000032105258],"domain_scores_gemma":[0.99954504,0.00020113103,0.00007278101,0.000039595565,0.00008120757,0.000060090028],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017504735,0.00033489612,0.00024429616,0.00034622126,0.00019236849,0.00034622027,0.0002453683,0.0003858574,0.0016281527],"category_scores_gemma":[0.0007074751,0.00028536227,0.00017106075,0.00031958666,0.00044440557,0.00026659097,0.00025235774,0.00024223655,0.0002533027],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015911643,0.00038095625,0.036897168,0.00009635642,0.000100530975,0.0011696364,0.00075295626,0.49928367,0.44460374,0.0018641623,0.0004654596,0.012794159],"study_design_scores_gemma":[0.00006404304,0.0011980919,0.16756243,0.00003180511,0.000088335815,0.00070313737,0.00094310055,0.73090786,0.09729267,0.000645485,0.00051341084,0.000049639497],"about_ca_topic_score_codex":0.0009763351,"about_ca_topic_score_gemma":0.0011024621,"teacher_disagreement_score":0.0016281527,"about_ca_system_score_codex":0.00013791188,"about_ca_system_score_gemma":0.00010060716,"threshold_uncertainty_score":0.005446732},"labels":[],"label_agreement":null},{"id":"W4307957092","doi":"10.1016/j.engstruct.2022.115157","title":"Hybrid test and numerical study of beam-through frame enhanced by friction spring-based self-centering rocking core","year":2022,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"State Key Laboratory for Disaster Reduction in Civil Engineering; Tongji University; National Natural Science Foundation of China","keywords":"Structural engineering; Stiffness; Truss; Compression (physics); Parametric statistics; Beam (structure); Spring (device); Deformation (meteorology); Engineering; Materials science; Composite material; Mathematics","score_opus":0.004415458262070759,"score_gpt":0.19702070225591617,"score_spread":0.1926052439938454,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4307957092","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9818081,0.00006465719,0.01431689,0.000037481,0.000020605441,0.000021750859,0.000115283474,0.00015997041,0.0034552622],"genre_scores_gemma":[0.99672264,0.000024332641,0.0022339912,0.000004930199,0.000002135433,0.000011017397,0.000050952964,0.000011686803,0.00093832164],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997898,0.000026468955,0.00000765618,0.00003207549,0.00010351341,0.00004051081],"domain_scores_gemma":[0.9995964,0.00011382807,0.000055464578,0.000058980113,0.00012417299,0.00005121169],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031782224,0.000488642,0.00063572364,0.00047188593,0.00029631596,0.0003649933,0.0010761111,0.0008642561,0.0023473753],"category_scores_gemma":[0.00055372226,0.00022968094,0.00037889535,0.00036137106,0.00044838764,0.00044441232,0.00037795902,0.00024401472,0.00021835092],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013868298,0.00092638587,0.01378654,0.00027619489,0.00010626117,0.0012451163,0.00039259365,0.6510749,0.29303113,0.0029814788,0.0012052876,0.033587314],"study_design_scores_gemma":[0.000047205507,0.0008454535,0.009475573,0.00001049328,0.000034340086,0.00009017241,0.00011515071,0.95823056,0.030468702,0.00017836608,0.00047915996,0.000024790274],"about_ca_topic_score_codex":0.0036487665,"about_ca_topic_score_gemma":0.0039987317,"teacher_disagreement_score":0.0036487665,"about_ca_system_score_codex":0.00027313773,"about_ca_system_score_gemma":0.0004258787,"threshold_uncertainty_score":0.007852793},"labels":[],"label_agreement":null},{"id":"W4308312503","doi":"10.1016/j.engstruct.2022.115125","title":"Effects of self-centering structural systems on regional seismic resilience","year":2022,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":26,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Okanagan University College; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Resilience (materials science); Residual; Probabilistic logic; Portfolio; Seismic analysis; Computer science; Structural engineering; Environmental science; Engineering; Business","score_opus":0.002621839384538863,"score_gpt":0.1769944187840215,"score_spread":0.17437257939948264,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4308312503","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99607086,0.000019274938,0.001487319,0.000062748695,0.0000051498137,0.000004416562,0.000039952123,0.000024600833,0.0022857457],"genre_scores_gemma":[0.9997713,0.0000046471573,0.000071917064,0.0000027071364,7.297863e-7,7.412477e-7,0.000006642363,0.0000019515535,0.00013939026],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997489,0.000057718386,0.000012601558,0.00004304473,0.000023299304,0.000114519265],"domain_scores_gemma":[0.9987575,0.00042491086,0.00023978349,0.00018041195,0.00018314086,0.00021433708],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00052156893,0.0003239012,0.00030338066,0.00047983273,0.0006127096,0.00080773444,0.00046878855,0.00059239595,0.004187975],"category_scores_gemma":[0.0029652962,0.00019761924,0.00035818113,0.00029567565,0.0013507206,0.0009093665,0.0011497122,0.0004042901,0.00025612777],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005992519,0.00024028565,0.046941347,0.000046464855,0.0000947535,0.0006060353,0.00028302686,0.89793515,0.023366677,0.015949123,0.00043943175,0.013498389],"study_design_scores_gemma":[0.000077855366,0.0010401347,0.16433339,0.000022029753,0.00019680311,0.00027613257,0.0020064297,0.8041124,0.01460965,0.012313845,0.0009599159,0.000051445317],"about_ca_topic_score_codex":0.0050373226,"about_ca_topic_score_gemma":0.0057743685,"teacher_disagreement_score":0.0050373226,"about_ca_system_score_codex":0.00090221537,"about_ca_system_score_gemma":0.0005487608,"threshold_uncertainty_score":0.014010131},"labels":[],"label_agreement":null},{"id":"W4308487741","doi":"10.1016/j.engstruct.2022.115183","title":"Computational simulation of nonlinear inelastic behavior of circular concrete-filled stainless-steel tubular short columns incorporating confinement effects","year":2022,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Structural engineering; Nonlinear system; Column (typography); Compression (physics); Computational model; Materials science; Engineering; Composite material; Simulation; Physics","score_opus":0.005764167664417198,"score_gpt":0.2172005071819219,"score_spread":0.2114363395175047,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4308487741","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9722435,0.00006832502,0.012223807,0.00014758359,0.000028396587,0.000021448426,0.00019340844,0.000106260726,0.014967283],"genre_scores_gemma":[0.99622524,0.000027313386,0.0017704578,0.000021068645,0.0000042860734,0.000013110782,0.000069955626,0.000018767023,0.0018497385],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998851,0.00002076661,0.0000041452095,0.000016546908,0.00003190553,0.000041468764],"domain_scores_gemma":[0.99948645,0.0002681683,0.0000699088,0.0000307686,0.00007231224,0.00007227881],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019723015,0.00041445083,0.0005104299,0.00039725268,0.00067986303,0.0005180318,0.0009646422,0.0011956355,0.002875202],"category_scores_gemma":[0.0009846748,0.00042216424,0.00042416024,0.00047793312,0.000911135,0.0003468751,0.00053508516,0.0004984586,0.00021554233],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000040591945,0.000049821403,0.0007904858,0.000015514792,0.000007555957,0.00007536529,0.0000263278,0.9961152,0.0011937534,0.0007512781,0.00010717372,0.00082689594],"study_design_scores_gemma":[0.000004251871,0.0000170117,0.00034943063,0.0000017521847,0.0000019126157,0.0000068554505,0.000021168396,0.99914896,0.00029051123,0.00009683824,0.00005838397,0.000003024514],"about_ca_topic_score_codex":0.021570992,"about_ca_topic_score_gemma":0.020790527,"teacher_disagreement_score":0.021570992,"about_ca_system_score_codex":0.0007436147,"about_ca_system_score_gemma":0.0011703778,"threshold_uncertainty_score":0.042890847},"labels":[],"label_agreement":null},{"id":"W4309451732","doi":"10.1016/j.engstruct.2022.115251","title":"Seismic Modelling of Corroded Reinforced Concrete Columns","year":2022,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"Natural Sciences and Engineering Research Council of Canada; Ontario Trillium Foundation","keywords":"Structural engineering; Corrosion; Reinforcement; Stiffness; Finite element method; Nonlinear system; Deformation (meteorology); Embrittlement; Materials science; Bar (unit); Seismic analysis; Induced seismicity; Geotechnical engineering; Engineering; Geology; Composite material; Civil engineering","score_opus":0.010390238717557877,"score_gpt":0.18029751437301028,"score_spread":0.1699072756554524,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4309451732","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.93648267,0.00036327058,0.04275042,0.00022537664,0.00006935614,0.00002293341,0.00036757725,0.00025810278,0.01946042],"genre_scores_gemma":[0.99369156,0.00011861745,0.0022623052,0.00001578251,0.000008844705,0.0000076077686,0.00008071568,0.000033363496,0.0037812558],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99990237,0.000025834386,0.0000053955564,0.000014849099,0.000024882554,0.000026624302],"domain_scores_gemma":[0.9997459,0.000112245565,0.00004041064,0.000018000546,0.000055083296,0.000028398155],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015463136,0.00048085887,0.00045359932,0.00035005595,0.0002608964,0.0006495837,0.00096841034,0.0012900279,0.002873345],"category_scores_gemma":[0.0006938253,0.0004933592,0.0003372882,0.00040068268,0.0006104425,0.0002966113,0.0004012545,0.0004757126,0.0003226536],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017777902,0.000013075915,0.0004022919,0.0000093524595,0.0000067943524,0.000077957426,0.000015624946,0.99703,0.0012253792,0.00036023709,0.00006943252,0.0007719641],"study_design_scores_gemma":[0.000003505013,0.000011449633,0.00040585472,0.0000025900056,0.0000028764107,0.000011679611,0.000014920567,0.9990689,0.0002946851,0.00008255033,0.00009820743,0.0000029298214],"about_ca_topic_score_codex":0.021620624,"about_ca_topic_score_gemma":0.017557634,"teacher_disagreement_score":0.021620624,"about_ca_system_score_codex":0.0005226518,"about_ca_system_score_gemma":0.00053227064,"threshold_uncertainty_score":0.042989552},"labels":[],"label_agreement":null},{"id":"W4309779575","doi":"10.1016/j.engstruct.2022.115279","title":"Bracing requirements for multiple parallel nonidentical columns with initial curvature","year":2022,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada; China Scholarship Council","keywords":"Brace; Bracing; Stiffness; Structural engineering; Column (typography); Curvature; Moment of inertia; Finite element method; Moment (physics); Ideal (ethics); Inertia; Engineering; Mathematics; Geometry; Physics; Connection (principal bundle); Classical mechanics","score_opus":0.009331117192063657,"score_gpt":0.22766640657938464,"score_spread":0.218335289387321,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4309779575","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4490024,0.0001580698,0.48703218,0.00028637133,0.000081106205,0.00009112225,0.00038507482,0.0005613304,0.062402412],"genre_scores_gemma":[0.9768272,0.000055310706,0.015547417,0.000025265866,0.000010941941,0.00003736668,0.00017975424,0.00013953741,0.0071772453],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99928087,0.000059167603,0.000022795008,0.000071984134,0.00039558104,0.0001696632],"domain_scores_gemma":[0.99843246,0.0005666957,0.0002489672,0.00016064342,0.00047371667,0.00011746425],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045438673,0.00070537697,0.0005865138,0.00062848115,0.0005151618,0.0013494593,0.0010773527,0.0009100275,0.010619965],"category_scores_gemma":[0.0030472944,0.00039690427,0.0002458617,0.0005298834,0.0007165106,0.0009956976,0.00074703526,0.0005008422,0.0016229276],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00067997095,0.0003029152,0.004456002,0.00026244883,0.000021310145,0.0016560549,0.00036177598,0.6113317,0.20293906,0.09665983,0.0035305945,0.07779831],"study_design_scores_gemma":[0.000046864283,0.0002194905,0.0029214453,0.000020889282,0.000012676347,0.00081108586,0.00034493345,0.9380786,0.042235225,0.012074517,0.0032015024,0.00003277969],"about_ca_topic_score_codex":0.0019281748,"about_ca_topic_score_gemma":0.0028545123,"teacher_disagreement_score":0.010619965,"about_ca_system_score_codex":0.00037956308,"about_ca_system_score_gemma":0.0008299679,"threshold_uncertainty_score":0.03552735},"labels":[],"label_agreement":null},{"id":"W4311090912","doi":"10.1016/j.engstruct.2022.115347","title":"Out-of-plane dynamic parametric instability of circular arches with elastic rotational restraints under a localized uniform radial periodic load","year":2022,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"","keywords":"Arch; Instability; Mechanics; Rigidity (electromagnetism); Structural engineering; Finite element method; Parametric statistics; Rotation around a fixed axis; Plane (geometry); Physics; Classical mechanics; Mathematics; Engineering; Geometry","score_opus":0.006682250079975021,"score_gpt":0.20327456574748062,"score_spread":0.1965923156675056,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4311090912","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9907644,0.000027654103,0.005696041,0.000039527313,0.000006104384,0.000006063126,0.00001734118,0.000022534447,0.003420336],"genre_scores_gemma":[0.9993425,0.000010331057,0.00018225855,0.0000026548826,0.0000019742945,0.0000020452344,0.0000054568295,0.0000031126433,0.000449569],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999157,0.000017453385,0.0000026020016,0.00001524793,0.000022291222,0.00002666295],"domain_scores_gemma":[0.99979013,0.00006405811,0.000051468698,0.000023811996,0.000032326643,0.000038284456],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016466914,0.00026280648,0.00031217682,0.00030889298,0.0003412726,0.00049108063,0.00033279933,0.0003080416,0.0012097418],"category_scores_gemma":[0.0006054138,0.00016962849,0.00018388641,0.00019046616,0.0009126329,0.00035286843,0.00058549526,0.00028233242,0.00015294194],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0024471374,0.0003282677,0.013755287,0.00016086054,0.000097073826,0.0028603224,0.0014043035,0.48339745,0.44313872,0.029868962,0.0010409543,0.02150067],"study_design_scores_gemma":[0.000022960543,0.00014743421,0.008502648,0.000006772033,0.00001820065,0.00024064475,0.00030636106,0.9732493,0.01516554,0.0020864054,0.0002255183,0.000028298486],"about_ca_topic_score_codex":0.0009964016,"about_ca_topic_score_gemma":0.00052665226,"teacher_disagreement_score":0.0012097418,"about_ca_system_score_codex":0.0001976703,"about_ca_system_score_gemma":0.00020201865,"threshold_uncertainty_score":0.0040469766},"labels":[],"label_agreement":null},{"id":"W4311758287","doi":"10.1016/j.engstruct.2022.115408","title":"Seismic design and shaking table test of continuous girder bridges with winding rope fluid viscous dampers","year":2022,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Fluid Dynamics and Vibration Analysis","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"China Scholarship Council; National Natural Science Foundation of China","keywords":"Structural engineering; Earthquake shaking table; Girder; Deck; Engineering; Rope; Damper; Displacement (psychology); Pier; Seismic analysis","score_opus":0.003637923611217326,"score_gpt":0.17299900783342265,"score_spread":0.16936108422220533,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4311758287","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9967818,0.00001143779,0.0024298897,0.000011769642,0.0000055586997,0.000011482009,0.00002891616,0.00003246713,0.0006865525],"genre_scores_gemma":[0.9985839,0.000007306341,0.0008913093,0.0000028467978,0.0000015620334,0.000006825291,0.000029293618,0.0000033549045,0.0004735826],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99961746,0.00007580127,0.000017264121,0.000060169386,0.00015757202,0.00007170877],"domain_scores_gemma":[0.9993031,0.00020939787,0.00007266999,0.000071494505,0.0002097248,0.0001335757],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004498799,0.000406039,0.0003661378,0.00042787057,0.0003748199,0.00024831935,0.0008181986,0.0007939659,0.0017908392],"category_scores_gemma":[0.00075051776,0.00031766653,0.00034281515,0.00020482636,0.00051151915,0.00030911277,0.00035301968,0.00027807022,0.00024553097],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0022526796,0.00053088786,0.008580717,0.00012479773,0.000037817226,0.00050539064,0.0005435949,0.0713177,0.9021033,0.00053253333,0.00034494503,0.013125593],"study_design_scores_gemma":[0.0003733915,0.016375724,0.059092984,0.00002990297,0.0001222414,0.00023507311,0.0008171128,0.49596885,0.42536905,0.00035903367,0.0011971066,0.000059436614],"about_ca_topic_score_codex":0.0014480395,"about_ca_topic_score_gemma":0.00162014,"teacher_disagreement_score":0.0017908392,"about_ca_system_score_codex":0.0004133754,"about_ca_system_score_gemma":0.00035764137,"threshold_uncertainty_score":0.005990982},"labels":[],"label_agreement":null},{"id":"W4313399583","doi":"10.1016/j.engstruct.2022.115442","title":"Experimental investigation of concentrically and eccentrically loaded circular hollow concrete columns reinforced with GFRP bars and spirals","year":2022,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":27,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Natural Sciences and Engineering Research Council of Canada; Université de Sherbrooke","funders":"","keywords":"Fibre-reinforced plastic; Materials science; Eccentricity (behavior); Composite material; Reinforcement; Flexural strength; Spall; Ultimate tensile strength; Structural engineering; Cracking; Compression (physics); Compressive strength; Bending; Neutral axis; Beam (structure); Engineering","score_opus":0.006110556757488226,"score_gpt":0.18650932685627142,"score_spread":0.1803987700987832,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4313399583","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99847823,0.000025083895,0.0007979921,0.0000071545564,0.000008517567,0.000010203558,0.00007387036,0.000023846158,0.00057503994],"genre_scores_gemma":[0.99812907,0.00003332769,0.000702808,0.000004623636,0.000004184044,0.000013635929,0.00005902528,0.000010259325,0.0010430242],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99958915,0.000046107576,0.000016446544,0.000095043295,0.00014521508,0.00010803846],"domain_scores_gemma":[0.99876153,0.00048127718,0.00017485247,0.00015978586,0.00029500603,0.00012749864],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042120976,0.00053109083,0.00041375647,0.00036579344,0.00068599,0.00021048871,0.00061680167,0.00083964114,0.0025946666],"category_scores_gemma":[0.0008997365,0.00037490999,0.00031805172,0.0002530958,0.0011075832,0.00041175645,0.00041813808,0.0004967047,0.0003277805],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011454343,0.0008500362,0.0017792997,0.00008699366,0.000013042139,0.00015675594,0.00023408055,0.005627266,0.98751396,0.00025212741,0.000075495605,0.0022655812],"study_design_scores_gemma":[0.00011325391,0.007127745,0.021007996,0.00001927954,0.000049733753,0.00017905099,0.00043567937,0.02228728,0.9478454,0.00014345624,0.00075734564,0.00003387455],"about_ca_topic_score_codex":0.0015010866,"about_ca_topic_score_gemma":0.0024358346,"teacher_disagreement_score":0.0025946666,"about_ca_system_score_codex":0.00027839912,"about_ca_system_score_gemma":0.0003073484,"threshold_uncertainty_score":0.008680046},"labels":[],"label_agreement":null},{"id":"W4313575993","doi":"10.1016/j.engstruct.2022.115550","title":"Development of composite action in a new long-span timber composite floor: Full-scale experiment and analytical approach","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Laminated veneer lumber; Composite number; Structural engineering; Stiffness; Span (engineering); Bending; Topping; Bending stiffness; Engineering; Veneer; Composite material; Materials science","score_opus":0.019490760616692363,"score_gpt":0.23382309727119102,"score_spread":0.21433233665449866,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4313575993","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9728766,0.00009311163,0.024061589,0.000022098578,0.000021944095,0.0000625981,0.000063319436,0.00012990051,0.002668828],"genre_scores_gemma":[0.98395073,0.000032590397,0.015055556,0.000005738941,0.0000025108136,0.000019743939,0.000022910404,0.0000142761,0.0008960078],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996879,0.00004307902,0.000011071736,0.000046212197,0.00016180423,0.000049845174],"domain_scores_gemma":[0.9996351,0.00009516431,0.000035500092,0.0000668165,0.0001025262,0.00006496708],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00063474226,0.0002571861,0.00032637882,0.00026147012,0.0004109598,0.00032158213,0.00042907553,0.00042091793,0.0012515665],"category_scores_gemma":[0.00046196353,0.00016912605,0.00026994973,0.00018467061,0.0006740081,0.0003704445,0.00030392464,0.0004826852,0.00017487635],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024656462,0.00034550112,0.00089588575,0.00008386491,0.000004698389,0.00008149081,0.00013192731,0.011836925,0.9787361,0.0008751948,0.00006476753,0.0066972096],"study_design_scores_gemma":[0.000043925473,0.0018919844,0.0071388404,0.000007657105,0.000022679658,0.00010078863,0.00013027764,0.060052726,0.9292057,0.00027505524,0.0011047662,0.000025547914],"about_ca_topic_score_codex":0.0011925424,"about_ca_topic_score_gemma":0.0015126063,"teacher_disagreement_score":0.0012515665,"about_ca_system_score_codex":0.00029912117,"about_ca_system_score_gemma":0.0005741926,"threshold_uncertainty_score":0.0041869283},"labels":[],"label_agreement":null},{"id":"W4313594343","doi":"10.1016/j.engstruct.2022.115513","title":"Modeling of a concrete floor incorporating GFRP Stay-in-Place structural form","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Flange; Fibre-reinforced plastic; Beam (structure); Structural engineering; Finite element method; Ultimate failure; Joint (building); Composite material; Slab; Ultimate load; Connection (principal bundle); Cracking; Ultimate tensile strength; Engineering","score_opus":0.009392310676100014,"score_gpt":0.2221977631152708,"score_spread":0.2128054524391708,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4313594343","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8027069,0.00020397815,0.13342938,0.00027188516,0.00008842929,0.00009903082,0.00093837647,0.0006651874,0.061596896],"genre_scores_gemma":[0.978396,0.000113397226,0.011914459,0.000021840997,0.00000907894,0.000033088207,0.00017999452,0.000088432,0.009243657],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99982953,0.00002909192,0.0000066488406,0.000031565552,0.000051765746,0.000051385],"domain_scores_gemma":[0.9997991,0.000060447324,0.00003174015,0.00002625135,0.000043170017,0.000039410348],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017313393,0.00051017234,0.0007478843,0.0004234183,0.00073209195,0.0010629001,0.0013879866,0.0018844671,0.0044230013],"category_scores_gemma":[0.0005000558,0.0006509934,0.00077176816,0.0004753742,0.00084117305,0.0005323371,0.00062397233,0.0006512838,0.0005635639],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000061035303,0.000012475972,0.00019183206,0.0000064209594,0.000003990383,0.00005952788,0.000009910296,0.997109,0.0009506176,0.0010931805,0.00004526237,0.0005116595],"study_design_scores_gemma":[0.000004704142,0.000011343391,0.00031073217,0.0000026524954,0.0000039476517,0.000013043121,0.0000150334145,0.99880576,0.00038989398,0.00023202182,0.00020638043,0.000004516648],"about_ca_topic_score_codex":0.033698685,"about_ca_topic_score_gemma":0.026518319,"teacher_disagreement_score":0.033698685,"about_ca_system_score_codex":0.00086317095,"about_ca_system_score_gemma":0.0017785439,"threshold_uncertainty_score":0.06700504},"labels":[],"label_agreement":null},{"id":"W4317042622","doi":"10.1016/j.engstruct.2023.115617","title":"LEGO-Inspired and Digitally-Fabricated steel reinforcement cage for Ultra-High performance concrete (UHPC) beams","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Rebar; Structural engineering; Reinforcement; Flexural strength; Ductility (Earth science); Cage; Materials science; Stiffness; Cracking; Reinforced concrete; Composite material; Engineering","score_opus":0.008802788329281015,"score_gpt":0.20214426082255424,"score_spread":0.19334147249327321,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4317042622","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90191746,0.002303512,0.06795656,0.00036104672,0.0005078467,0.000043199005,0.00038529412,0.00080847304,0.025716614],"genre_scores_gemma":[0.9676789,0.00034804802,0.02595078,0.000106236155,0.000020682504,0.000028768343,0.00013334458,0.00004832811,0.0056849774],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999567,0.000004052312,0.000001076212,0.000009143014,0.000018952102,0.000010004968],"domain_scores_gemma":[0.9999541,0.000005393886,0.000013381902,0.000005847525,0.000008945019,0.000012310938],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006459812,0.0001715246,0.00013157832,0.0001444782,0.00009015375,0.00018440245,0.0003131196,0.0003380028,0.0013187628],"category_scores_gemma":[0.000072990006,0.000078249104,0.00016110233,0.00008806008,0.00021491048,0.00018575208,0.00023362093,0.00020484217,0.00044407632],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005288598,0.000034212255,0.00018297389,0.00010670096,0.000009596101,0.0001400594,0.000020162815,0.0029968894,0.98405325,0.004445287,0.0006846902,0.0072732726],"study_design_scores_gemma":[0.00005814388,0.0006608838,0.0033242165,0.000034058026,0.000030509684,0.00034232228,0.000042782427,0.04578696,0.9162283,0.0009932516,0.032441106,0.000057521316],"about_ca_topic_score_codex":0.00017003981,"about_ca_topic_score_gemma":0.0005550756,"teacher_disagreement_score":0.0013187628,"about_ca_system_score_codex":0.0002258313,"about_ca_system_score_gemma":0.00011099238,"threshold_uncertainty_score":0.004411638},"labels":[],"label_agreement":null},{"id":"W4317655794","doi":"10.1016/j.engstruct.2023.115632","title":"A novel self-centering viscous damper for improving seismic resilience: Its development, experimentation, and system response","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":48,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"China Scholarship Council; Natural Sciences and Engineering Research Council of Canada; National Natural Science Foundation of China","keywords":"Damper; Structural engineering; Dissipation; Bracing; Acceleration; Engineering; Resilience (materials science); Nonlinear system; Deformation (meteorology); Brace; Materials science; Physics","score_opus":0.006846106142154491,"score_gpt":0.22426925947115395,"score_spread":0.21742315332899945,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4317655794","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.31961063,0.0008226832,0.67160034,0.00025106876,0.0002485383,0.00012381111,0.00009802143,0.002013334,0.0052316324],"genre_scores_gemma":[0.8734973,0.00022438084,0.12156655,0.0000864775,0.000033766617,0.000059339174,0.000057038174,0.000060537466,0.004414541],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998516,0.000017435896,0.0000066685398,0.000032304928,0.00007288176,0.000019146955],"domain_scores_gemma":[0.99970204,0.000071857095,0.000057545298,0.00005168235,0.00007474251,0.000042152347],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026720166,0.00036404736,0.0003551475,0.00037151735,0.00038991892,0.0003572694,0.0010344816,0.0005503417,0.0024457683],"category_scores_gemma":[0.0005322638,0.00016434991,0.00021215138,0.00019151584,0.00029045728,0.0006318231,0.0005553751,0.0003758816,0.00037463594],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00061525847,0.00043515375,0.0012936533,0.0003487342,0.000054526055,0.00018335854,0.0002659643,0.04353812,0.7949598,0.004709706,0.0016987248,0.15189709],"study_design_scores_gemma":[0.00010990628,0.0015874217,0.0019940413,0.00004191499,0.00009116696,0.00022112358,0.00006580477,0.77604455,0.20773609,0.00059546065,0.011454955,0.000057568403],"about_ca_topic_score_codex":0.0004324612,"about_ca_topic_score_gemma":0.00088046864,"teacher_disagreement_score":0.0024457683,"about_ca_system_score_codex":0.0002083508,"about_ca_system_score_gemma":0.0002571454,"threshold_uncertainty_score":0.00818187},"labels":[],"label_agreement":null},{"id":"W4317677314","doi":"10.1016/j.engstruct.2023.115664","title":"Probabilistic error assessment and correction of design code-based shear strength prediction models for reliability analysis of prestressed concrete girders","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ministry of Transportation of Ontario; University of Alberta","funders":"","keywords":"Girder; Structural engineering; Prestressed concrete; Probabilistic logic; Probabilistic analysis of algorithms; Engineering; Shear strength (soil); Computer science; Reliability engineering; Geology; Artificial intelligence","score_opus":0.019927861290306353,"score_gpt":0.2591652055173691,"score_spread":0.23923734422706275,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4317677314","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.30529776,0.0001868397,0.69102633,0.00012028861,0.00006139342,0.000042898766,0.00014777969,0.0019421966,0.001174493],"genre_scores_gemma":[0.9437427,0.000049658083,0.05539792,0.000019575855,0.000012896988,0.0000343374,0.00013312329,0.0001277462,0.00048200757],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99875736,0.00042688276,0.000072241375,0.00017927961,0.0004986552,0.00006558998],"domain_scores_gemma":[0.989913,0.0052262065,0.001015728,0.0012323806,0.0025144832,0.00009820424],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00278389,0.00076808216,0.0005431501,0.0010497395,0.0003755904,0.0007411283,0.001152538,0.0009674891,0.00066562335],"category_scores_gemma":[0.01272895,0.00055697444,0.00059709855,0.0005220601,0.00051044056,0.0008085238,0.00068466057,0.00087943027,0.00018341973],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009048307,0.000044644385,0.0028042851,0.000020524385,0.000027669934,0.00002013357,0.00003398433,0.97104186,0.0021175214,0.00080273533,0.00017886644,0.022817357],"study_design_scores_gemma":[0.000002387896,0.000010752078,0.0004153083,0.0000016804761,0.000004576205,0.00000508006,0.0000016898391,0.99824405,0.0011285978,0.00014965134,0.000033047334,0.0000031687232],"about_ca_topic_score_codex":0.007015153,"about_ca_topic_score_gemma":0.0074269525,"teacher_disagreement_score":0.007015153,"about_ca_system_score_codex":0.0009423852,"about_ca_system_score_gemma":0.0011600157,"threshold_uncertainty_score":0.014722824},"labels":[],"label_agreement":null},{"id":"W4318020407","doi":"10.1016/j.engstruct.2022.115290","title":"Rapid seismic fragility curves assessment of eccentrically braced frames through an output-only nonmodel-based procedure and machine learning techniques","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":49,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Iran National Science Foundation; Sharif University of Technology","keywords":"Fragility; Mathematics; Statistics; Algorithm; Engineering; Artificial intelligence; Structural engineering; Computer science","score_opus":0.010755918413562306,"score_gpt":0.2490150685901671,"score_spread":0.2382591501766048,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4318020407","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.17233011,0.00006551499,0.82504267,0.000036333233,0.000009889897,0.000027631088,0.000086871354,0.0006406136,0.0017604398],"genre_scores_gemma":[0.9227914,0.000051669103,0.07558828,0.000007668399,0.0000069493867,0.000032577103,0.00014739794,0.00005595752,0.0013180882],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99984634,0.000031086834,0.0000066104985,0.00003114205,0.00006300006,0.000021762458],"domain_scores_gemma":[0.9996081,0.00015417326,0.00006163494,0.00004149545,0.000116095405,0.000018544042],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003764257,0.0008839832,0.00043699602,0.00091937016,0.00027279367,0.00037720415,0.00045903804,0.00047874678,0.0017485047],"category_scores_gemma":[0.0010986296,0.00022507679,0.000372044,0.00040266695,0.0002738381,0.0005080841,0.00044498697,0.00044026348,0.00034868703],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00034084157,0.0001497003,0.0053495923,0.00015400855,0.00004283945,0.00020898381,0.00013890814,0.5626449,0.08489414,0.0024866743,0.00064178277,0.3429477],"study_design_scores_gemma":[0.0000025936222,0.000046171917,0.0024309321,0.0000050558474,0.0000068691415,0.00003105298,0.000013136062,0.989795,0.007091117,0.00039317494,0.00017722746,0.000007526591],"about_ca_topic_score_codex":0.0027197797,"about_ca_topic_score_gemma":0.0049951645,"teacher_disagreement_score":0.0027197797,"about_ca_system_score_codex":0.0002220826,"about_ca_system_score_gemma":0.00054441066,"threshold_uncertainty_score":0.005849302},"labels":[],"label_agreement":null},{"id":"W4319300899","doi":"10.1016/j.engstruct.2023.115725","title":"Circular concrete columns confined with GFRP tubes under repeated and sequential impact loads","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"Mitacs; Carleton University","keywords":"Fibre-reinforced plastic; Materials science; Reinforcement; Structural engineering; Composite material; Polypropylene; Displacement (psychology); Engineering","score_opus":0.008044375572879535,"score_gpt":0.2213648486440956,"score_spread":0.21332047307121607,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4319300899","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992723,0.00002593246,0.00024401807,0.000004554125,0.0000030437313,0.0000035233934,0.000029831572,0.000012968165,0.00040386932],"genre_scores_gemma":[0.9991605,0.000029192837,0.00016162726,0.0000040650534,0.0000016565672,0.0000034474629,0.000032725027,0.000004766532,0.0006019316],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996455,0.00002834587,0.000008827456,0.000057198995,0.00011335419,0.00014688818],"domain_scores_gemma":[0.9995183,0.00016131348,0.00007858119,0.000048378082,0.00008642069,0.000107008505],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018578734,0.0002572565,0.0003934589,0.00041172525,0.00046258373,0.00033152886,0.00034933485,0.0003782654,0.0030009344],"category_scores_gemma":[0.0007539467,0.00025506283,0.00020610171,0.00039726897,0.0009976779,0.0003595892,0.00047570645,0.0003022677,0.0002184288],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0014516686,0.0001599186,0.0032005755,0.00010035606,0.000030989635,0.00047369825,0.0004989456,0.028210286,0.96102977,0.00042127236,0.00015459306,0.004267845],"study_design_scores_gemma":[0.00006138415,0.0021164138,0.05292006,0.000039662194,0.00006892463,0.00026833444,0.0011881831,0.11159066,0.83023155,0.00034364892,0.0011052241,0.00006603223],"about_ca_topic_score_codex":0.0044932663,"about_ca_topic_score_gemma":0.007005368,"teacher_disagreement_score":0.0044932663,"about_ca_system_score_codex":0.0004730866,"about_ca_system_score_gemma":0.00043341352,"threshold_uncertainty_score":0.010039151},"labels":[],"label_agreement":null},{"id":"W4319878658","doi":"10.1016/j.engstruct.2023.115676","title":"Vision-based real-time structural vibration measurement through deep-learning-based detection and tracking methods","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":190,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Artificial intelligence; Tracking (education); Computer science; Computer vision; Feature (linguistics); Noise (video); Parametric statistics; Deep learning; Bounding overwatch; Key (lock); Earthquake shaking table; Structural health monitoring; Object detection; Vibration; Engineering; Pattern recognition (psychology); Image (mathematics); Acoustics; Mathematics; Structural engineering","score_opus":0.019785476741585727,"score_gpt":0.31449611840142017,"score_spread":0.29471064165983446,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4319878658","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.028392415,0.00031690917,0.9687979,0.000089522015,0.00006355421,0.000020780644,0.0001251505,0.0011395318,0.0010542474],"genre_scores_gemma":[0.7252363,0.00042210263,0.26911223,0.0001789835,0.00007886536,0.00006348733,0.0005007118,0.00011472282,0.0042926716],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999652,0.000029532408,0.000014138732,0.00011709147,0.00013956544,0.00004757677],"domain_scores_gemma":[0.99961334,0.00010639101,0.00007906369,0.00005050689,0.00011657953,0.000034204768],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000311333,0.000724986,0.0006778784,0.0008024803,0.00016953632,0.0004507459,0.00094863214,0.00074104744,0.0014614104],"category_scores_gemma":[0.00093966635,0.00034664615,0.00037736763,0.000714875,0.0002925938,0.0008771281,0.00070324255,0.000912682,0.0008192971],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002843579,0.00036331103,0.0025488744,0.00016422787,0.000077918594,0.0000669231,0.00005892204,0.09775285,0.13889046,0.0019307389,0.0033581879,0.7545033],"study_design_scores_gemma":[0.000006008391,0.000043876596,0.001395256,0.00000786484,0.000009921752,0.000032768792,0.0000057575417,0.9862168,0.010805146,0.0009682313,0.0004995946,0.000008684547],"about_ca_topic_score_codex":0.0026058087,"about_ca_topic_score_gemma":0.0049617672,"teacher_disagreement_score":0.0026058087,"about_ca_system_score_codex":0.00034238124,"about_ca_system_score_gemma":0.0005725179,"threshold_uncertainty_score":0.005181253},"labels":[],"label_agreement":null},{"id":"W4319878832","doi":"10.1016/j.engstruct.2023.115754","title":"Seismic response study of a steel lattice transmission tower considering the hysteresis characteristics of bolt joint slippage","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Slippage; Transmission tower; Structural engineering; Joint (building); Hysteresis; Transmission (telecommunications); Tower; Engineering; Seismic loading","score_opus":0.011218571406117765,"score_gpt":0.2144992424097105,"score_spread":0.20328067100359273,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4319878832","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9895728,0.000032621658,0.00805134,0.000038595805,0.0000073684914,0.000005202578,0.00002832746,0.000048125185,0.0022156034],"genre_scores_gemma":[0.9993525,0.000014980187,0.0002634256,0.0000024835867,0.0000018373786,0.0000011989803,0.000012114204,0.0000031878208,0.0003483224],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99994814,0.000015262363,0.0000015771392,0.0000082147135,0.000014473353,0.000012345878],"domain_scores_gemma":[0.9997601,0.0001071356,0.000026228005,0.000015499172,0.00006109836,0.000029947836],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014036013,0.00029183156,0.0002695611,0.00025113506,0.00022227007,0.00020052693,0.00026396842,0.0004939578,0.0016913506],"category_scores_gemma":[0.00037649518,0.00011506518,0.0003056355,0.00021698738,0.00022678547,0.00020318678,0.00015833428,0.00023738347,0.00012611148],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00082740403,0.0002080489,0.011013143,0.00020472422,0.000107976164,0.0025181377,0.00029577018,0.7176471,0.24910891,0.0012298404,0.00065238576,0.016186591],"study_design_scores_gemma":[0.000009596788,0.0001685866,0.008199418,0.0000050717135,0.000022110524,0.00008959785,0.000116228664,0.9860909,0.005088251,0.00008574317,0.00011589683,0.000008534062],"about_ca_topic_score_codex":0.0038705305,"about_ca_topic_score_gemma":0.0029049637,"teacher_disagreement_score":0.0038705305,"about_ca_system_score_codex":0.00016907234,"about_ca_system_score_gemma":0.00019729241,"threshold_uncertainty_score":0.007695973},"labels":[],"label_agreement":null},{"id":"W4320168501","doi":"10.1016/j.engstruct.2023.115673","title":"A data-driven physics-informed stochastic framework for hurricane-induced risk estimation of transmission tower-line systems under a changing climate","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Tropical and Extratropical Cyclones Research","field":"Earth and Planetary Sciences","cited_by":24,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure; Université du Québec à Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Transmission tower; Tower; Meteorology; Natural hazard; Environmental science; Climate change; Wind speed; Climate model; Climatology; Engineering; Geography; Civil engineering; Geology","score_opus":0.04163024317676342,"score_gpt":0.3042477064529244,"score_spread":0.262617463276161,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4320168501","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.033032313,0.000383842,0.96381134,0.0005367923,0.000059914746,0.00006191901,0.00046398936,0.00024146681,0.0014085768],"genre_scores_gemma":[0.91411316,0.00065976323,0.07725823,0.00021078793,0.00024126198,0.00028037155,0.0014508544,0.0001650845,0.0056205294],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99913543,0.00031152918,0.0000402944,0.00021272847,0.00017425709,0.00012577426],"domain_scores_gemma":[0.99490607,0.0035962386,0.0005216057,0.0001920319,0.0005423991,0.00024168986],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.003340901,0.0011250714,0.0016830837,0.0011086795,0.00057439844,0.0017208363,0.0026082166,0.001975603,0.002869054],"category_scores_gemma":[0.0092076035,0.0015004948,0.0013485356,0.0010519265,0.0015340638,0.0018950134,0.0021290672,0.0021444447,0.00031793924],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013579904,0.000012514211,0.00028964508,0.000017174041,0.000019669751,0.000027715263,0.0000097161765,0.9905702,0.00015265959,0.0070692925,0.00019784636,0.0016199491],"study_design_scores_gemma":[0.0000023599355,0.00000359676,0.0000537996,0.0000017806866,0.0000025254749,0.000002807586,0.0000015592763,0.9980094,0.000022292817,0.001851834,0.00004519592,0.0000029009327],"about_ca_topic_score_codex":0.024437876,"about_ca_topic_score_gemma":0.018603707,"teacher_disagreement_score":0.024437876,"about_ca_system_score_codex":0.0016455223,"about_ca_system_score_gemma":0.0027715191,"threshold_uncertainty_score":0.048591256},"labels":[],"label_agreement":null},{"id":"W4320473774","doi":"10.1016/j.engstruct.2022.115547","title":"Seismic design and performance evaluation of novel dual-pinned self-centering coupled CLT shear walls","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada","keywords":"Truss; Shear wall; Structural engineering; Roof; Cross laminated timber; Engineering; Tuned mass damper; Seismic analysis; Induced seismicity; Nonlinear system; Shear (geology); Structural system; Damper; Geology; Civil engineering","score_opus":0.016934406417276757,"score_gpt":0.23059948401063307,"score_spread":0.21366507759335632,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4320473774","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.75672287,0.00023964756,0.23218866,0.0000853576,0.00009608367,0.00007338739,0.00009193708,0.00042084075,0.010081264],"genre_scores_gemma":[0.97118586,0.00007339407,0.026541285,0.00002331797,0.0000081955,0.00004206672,0.0000603173,0.000019387327,0.002046196],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997105,0.000035908695,0.000014141042,0.000052769024,0.00014034106,0.000046245204],"domain_scores_gemma":[0.99959606,0.00004447328,0.00011821532,0.00004888092,0.00012892071,0.00006341033],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026854657,0.0005991937,0.00044763213,0.00039092067,0.00024209569,0.00073565834,0.0010145999,0.0007711742,0.0011092151],"category_scores_gemma":[0.0004236014,0.00031781165,0.00035597524,0.00028055423,0.0004020975,0.0004324511,0.0007234056,0.00032463387,0.0003886916],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008394127,0.00027596098,0.004064798,0.0003536357,0.00008754492,0.0004939959,0.00015465326,0.292598,0.64641035,0.004317767,0.0007755869,0.049628317],"study_design_scores_gemma":[0.000078959056,0.0025417854,0.0049555795,0.000043706503,0.0000888007,0.00029302068,0.00014033391,0.7734183,0.21326832,0.0004970105,0.0046108337,0.00006336732],"about_ca_topic_score_codex":0.00030445185,"about_ca_topic_score_gemma":0.00052415,"teacher_disagreement_score":0.0011092151,"about_ca_system_score_codex":0.00027836888,"about_ca_system_score_gemma":0.00047958968,"threshold_uncertainty_score":0.0037106872},"labels":[],"label_agreement":null},{"id":"W4320517104","doi":"10.1016/j.engstruct.2023.115768","title":"A comparison of utilization design ratios of self-centering shape memory alloy with different brace configurations","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Northern British Columbia","funders":"","keywords":"Brace; Residual; Shape-memory alloy; Retrofitting; Structural engineering; SMA*; Seismic analysis; Seismic retrofit; Braced frame; Materials science; Computer science; Engineering; Reinforced concrete; Composite material; Mechanical engineering; Frame (networking)","score_opus":0.02495118710055478,"score_gpt":0.2546469105055955,"score_spread":0.22969572340504074,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4320517104","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9629915,0.0010265512,0.023105135,0.00004981052,0.000043350065,0.000024363564,0.00021580486,0.0004088139,0.012134729],"genre_scores_gemma":[0.99192023,0.00015544106,0.0062857554,0.000009373919,0.000004768718,0.000012969039,0.00013820574,0.00005934854,0.0014139727],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995809,0.00006635164,0.000027336764,0.00005290639,0.00019648524,0.0000760837],"domain_scores_gemma":[0.99945873,0.000113078975,0.00009968474,0.000075236014,0.00022503221,0.000028200271],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003506588,0.00056248176,0.0003936009,0.0010695186,0.00023384513,0.00048777362,0.0009240694,0.0003801343,0.0022592258],"category_scores_gemma":[0.0010478322,0.00022095938,0.00030680973,0.00075547834,0.00018242626,0.00055529707,0.00019821955,0.00015128725,0.00057110336],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0029939786,0.00027276162,0.00910362,0.0005801261,0.00010036751,0.00026664036,0.00030417298,0.052313928,0.7718709,0.0053019226,0.0020011174,0.15489045],"study_design_scores_gemma":[0.0001230231,0.004673106,0.029647142,0.00006878945,0.00050722284,0.0008661004,0.0006096504,0.13836399,0.8097353,0.0012144666,0.01410253,0.000088745524],"about_ca_topic_score_codex":0.0007448377,"about_ca_topic_score_gemma":0.0017603381,"teacher_disagreement_score":0.0022592258,"about_ca_system_score_codex":0.00039404712,"about_ca_system_score_gemma":0.00039239865,"threshold_uncertainty_score":0.007557869},"labels":[],"label_agreement":null},{"id":"W4320522360","doi":"10.1016/j.engstruct.2022.115352","title":"A simplified approach for design of steel-GFRP hybrid reinforced concrete sections","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Fibre-reinforced plastic; Serviceability (structure); Limit state design; Structural engineering; Galvanization; Reinforced concrete; Reinforcement; Flexural strength; Corrosion; Materials science; Engineering; Composite material; Layer (electronics)","score_opus":0.01957099919062024,"score_gpt":0.22718079414261047,"score_spread":0.20760979495199022,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4320522360","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.010167165,0.00007675226,0.9805238,0.000025771604,0.000018777442,0.000052830954,0.00008739091,0.00020867128,0.008838775],"genre_scores_gemma":[0.4200471,0.00046000528,0.56294775,0.000064723485,0.000035085664,0.00032941124,0.00030269282,0.0002274936,0.015585765],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99984753,0.000029877452,0.0000049515033,0.000022567636,0.00008027428,0.0000148114],"domain_scores_gemma":[0.9998995,0.0000196658,0.00001068465,0.000016748445,0.000046887137,0.0000064921105],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017228138,0.0005514961,0.00061339734,0.00037768434,0.00033385088,0.000534203,0.0011242015,0.0007094375,0.004854878],"category_scores_gemma":[0.00033749806,0.00043943746,0.0006376356,0.00025941536,0.0002981679,0.00029323218,0.0004669827,0.0004637197,0.0012524882],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001628115,0.000020471969,0.00016154964,0.000076509365,0.00001561341,0.00010614223,0.000037539194,0.94645023,0.015353043,0.013416503,0.0005079569,0.023838105],"study_design_scores_gemma":[0.00000589419,0.00002895227,0.00016267794,0.000009922878,0.00001125478,0.00004507454,0.000012186309,0.99046576,0.0017052665,0.0037028913,0.0038440742,0.000006025933],"about_ca_topic_score_codex":0.0041008815,"about_ca_topic_score_gemma":0.006718186,"teacher_disagreement_score":0.004854878,"about_ca_system_score_codex":0.0004532637,"about_ca_system_score_gemma":0.0007315821,"threshold_uncertainty_score":0.016241193},"labels":[],"label_agreement":null},{"id":"W4320526049","doi":"10.1016/j.engstruct.2022.115518","title":"Plastic hinge length and inelastic rotational capacity of reinforced concrete shear walls detailed with Self-Centering reinforcement","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Plastic hinge; Materials science; Fibre-reinforced plastic; Structural engineering; Hinge; Reinforced concrete; Composite material; Reinforcement; Shear (geology); Shear wall; Engineering","score_opus":0.008335096347937027,"score_gpt":0.19390642663195773,"score_spread":0.1855713302840207,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4320526049","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99778396,0.000024332106,0.00079124316,0.000008736615,0.0000015496702,0.0000011220063,0.000068905116,0.000023396522,0.001296876],"genre_scores_gemma":[0.9995167,0.000006704433,0.00006138435,7.288473e-7,5.021395e-7,5.1284286e-7,0.00003631672,0.000003618792,0.00037348116],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99994385,0.0000071871154,0.0000019092076,0.000013408641,0.000011976202,0.000021718428],"domain_scores_gemma":[0.99964404,0.00017394473,0.000064508626,0.00003204886,0.000035785324,0.0000497546],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000119942684,0.00019890358,0.00013788269,0.00045427092,0.0001804685,0.00018624209,0.00030725202,0.00028485287,0.002457591],"category_scores_gemma":[0.00045215397,0.00028975614,0.00019504527,0.00022456233,0.0004931434,0.00031072955,0.00020188944,0.00025914467,0.00020749537],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009115367,0.00018117097,0.03602672,0.00008145908,0.00005320202,0.0005694456,0.00030598574,0.70253617,0.24393436,0.0053304364,0.0004026067,0.009666856],"study_design_scores_gemma":[0.00002481054,0.00032107302,0.23249905,0.00002114909,0.000039292176,0.00016219799,0.00036137618,0.7044449,0.060286,0.0014175683,0.0003632555,0.000059402737],"about_ca_topic_score_codex":0.0030526954,"about_ca_topic_score_gemma":0.0033809028,"teacher_disagreement_score":0.0030526954,"about_ca_system_score_codex":0.00029036563,"about_ca_system_score_gemma":0.00018221037,"threshold_uncertainty_score":0.0082214475},"labels":[],"label_agreement":null},{"id":"W4321768195","doi":"10.1016/j.engstruct.2023.115771","title":"Predicting the drift capacity of precast concrete columns using explainable machine learning approach","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Infrastructure Maintenance and Monitoring","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"China Scholarship Council; National Natural Science Foundation of China","keywords":"Precast concrete; Structural engineering; Computer science; Engineering; Civil engineering","score_opus":0.011779397159751539,"score_gpt":0.19554283458327223,"score_spread":0.1837634374235207,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4321768195","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5556397,0.00060493464,0.4411159,0.00023179641,0.00002724282,0.00004116094,0.00031122903,0.00037783777,0.0016501907],"genre_scores_gemma":[0.9844685,0.00014444989,0.014623755,0.000018114837,0.000009922856,0.000021476706,0.00020239546,0.000009390374,0.00050190574],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998449,0.000036599085,0.000009424322,0.000041657633,0.00004258516,0.000024826846],"domain_scores_gemma":[0.9994217,0.00030977424,0.00011292683,0.0000385715,0.00009767756,0.000019272062],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00046680958,0.00056292256,0.0003146698,0.00079331355,0.00015882298,0.00041654235,0.00049355347,0.0004608279,0.0005750914],"category_scores_gemma":[0.00133353,0.00022124735,0.00049614965,0.00044218582,0.00025426838,0.0005565104,0.00030843215,0.0004691276,0.000098549826],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001769604,0.000023767432,0.0065959855,0.000025869595,0.000023829754,0.00005649679,0.00002030671,0.97351086,0.0015027324,0.0007004439,0.00015958167,0.017362453],"study_design_scores_gemma":[6.3374034e-7,0.000008248882,0.0011225297,0.0000021136589,0.000003480756,0.000005360616,0.000004170753,0.99804795,0.00033433235,0.00041464836,0.000054306554,0.0000021707754],"about_ca_topic_score_codex":0.007087044,"about_ca_topic_score_gemma":0.008108842,"teacher_disagreement_score":0.007087044,"about_ca_system_score_codex":0.00044742442,"about_ca_system_score_gemma":0.000512993,"threshold_uncertainty_score":0.014091611},"labels":[],"label_agreement":null},{"id":"W4322620220","doi":"10.1016/j.engstruct.2023.115822","title":"Finite element modelling of bridge piers subjected to eccentric load combined with reinforcement corrosion","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada; University of Ottawa","funders":"National Research Council Canada; Natural Sciences and Engineering Research Council of Canada","keywords":"Corrosion; Pier; Structural engineering; Finite element method; Reinforcement; Rigidity (electromagnetism); Ductility (Earth science); Materials science; Failure mode and effects analysis; Engineering; Composite material; Creep","score_opus":0.012967704178524836,"score_gpt":0.20231479880862058,"score_spread":0.18934709463009575,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4322620220","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8677712,0.00032260982,0.10720669,0.00026684965,0.00009745462,0.000063666106,0.00037733171,0.00040760008,0.02348653],"genre_scores_gemma":[0.9888399,0.00011500315,0.0047709667,0.00002251325,0.0000075054936,0.000024260724,0.000108104,0.00005485434,0.0060567283],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997602,0.000058847003,0.000013256337,0.000033256263,0.00008683415,0.000047569847],"domain_scores_gemma":[0.99959975,0.0001952654,0.000055344084,0.000042010746,0.00007188785,0.00003587453],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036723528,0.00050032133,0.00087305444,0.0007145696,0.00043142316,0.000959421,0.0013373354,0.0024836313,0.004093628],"category_scores_gemma":[0.0010024403,0.000753747,0.00066742545,0.00054654916,0.0009767147,0.00049116346,0.000518754,0.0005563224,0.00059295155],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000036145604,0.00003604402,0.00062329555,0.000030317651,0.000013618285,0.00014894734,0.00006709947,0.9908097,0.0051485063,0.0007876858,0.00013028864,0.0021684126],"study_design_scores_gemma":[0.0000042680585,0.000025795125,0.0005232737,0.000005795272,0.000005023197,0.00002922494,0.00003445261,0.99818856,0.00079640484,0.00014426289,0.00023749888,0.000005339807],"about_ca_topic_score_codex":0.007906585,"about_ca_topic_score_gemma":0.0066249915,"teacher_disagreement_score":0.007906585,"about_ca_system_score_codex":0.0005874335,"about_ca_system_score_gemma":0.00068975455,"threshold_uncertainty_score":0.015721142},"labels":[],"label_agreement":null},{"id":"W4322762332","doi":"10.1016/j.engstruct.2023.115874","title":"Fire local stability of steel I-sections under simple load cases","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Fire effects on concrete materials","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Natural Sciences and Engineering Research Council of Canada; China Scholarship Council","keywords":"Parametric statistics; Structural engineering; Stability (learning theory); Welding; Finite element method; Shell (structure); Reliability (semiconductor); Current (fluid); Range (aeronautics); Section (typography); Buckling; Fire resistance; Cross section (physics); Engineering; Computer science; Materials science; Mathematics; Mechanical engineering; Physics; Composite material; Thermodynamics; Statistics; Electrical engineering","score_opus":0.011840995262775643,"score_gpt":0.22243022586197098,"score_spread":0.21058923059919532,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4322762332","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98869777,0.00009223658,0.0041275723,0.000043163764,0.0000074856016,0.000010140022,0.000081823375,0.00005041593,0.0068892203],"genre_scores_gemma":[0.9984158,0.000033140386,0.00030157735,0.000003827329,0.0000025152185,0.000004552618,0.000031676474,0.000016387463,0.0011904251],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998535,0.000028188926,0.00000549817,0.0000308811,0.000029987388,0.000051859537],"domain_scores_gemma":[0.9993318,0.00029447576,0.00012904024,0.000055190965,0.00010401359,0.00008546725],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048949744,0.0003484687,0.0005029826,0.0009076798,0.00065227767,0.0005843945,0.00060798175,0.0006685338,0.003343924],"category_scores_gemma":[0.0014788356,0.00031533377,0.00052579807,0.00033477833,0.0013558058,0.0004978905,0.00074781023,0.00044290887,0.00034924876],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015688586,0.00019508575,0.0082164025,0.00013342268,0.00006780976,0.0012266128,0.00038227206,0.89169466,0.075602196,0.0140770255,0.0006058022,0.0062297736],"study_design_scores_gemma":[0.00005137034,0.00024607702,0.011342658,0.000026984564,0.000037929443,0.00017147844,0.00038322818,0.9640782,0.019426774,0.0039007142,0.00029813792,0.000036428133],"about_ca_topic_score_codex":0.0043640225,"about_ca_topic_score_gemma":0.004651978,"teacher_disagreement_score":0.0043640225,"about_ca_system_score_codex":0.000680494,"about_ca_system_score_gemma":0.0003573423,"threshold_uncertainty_score":0.0111864805},"labels":[],"label_agreement":null},{"id":"W4323358495","doi":"10.1016/j.engstruct.2023.115877","title":"NURBS-based form-finding algorithm for double-curvature cable domes","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Gaussian curvature; Curvature; Algorithm; Dome (geology); Surface (topology); Geometry; Parametric statistics; Topology (electrical circuits); Engineering; Mathematics; Structural engineering; Geology","score_opus":0.009795913016371255,"score_gpt":0.22746153892549792,"score_spread":0.21766562590912666,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4323358495","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0070694587,0.000040830495,0.9905518,0.000039102175,0.000012750723,0.000029034283,0.00003829004,0.00048355668,0.0017352183],"genre_scores_gemma":[0.13294432,0.00014002594,0.8596871,0.000043559583,0.000013807824,0.0001610716,0.0002389901,0.00034494948,0.0064262375],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99976534,0.0000404555,0.000008814969,0.000037518876,0.00012533013,0.000022511744],"domain_scores_gemma":[0.999635,0.00010593892,0.000028306404,0.000043660522,0.00016485027,0.000022237326],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036596262,0.00091669307,0.0006656836,0.0006927209,0.00048472456,0.00071330165,0.0009983535,0.00091839617,0.0058703176],"category_scores_gemma":[0.0012174706,0.00057167275,0.00065997936,0.00060023397,0.00042240255,0.0007653345,0.0008016485,0.00072170136,0.0021257307],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000124714,0.000088719135,0.0010538206,0.00013468579,0.000031802447,0.00015387645,0.00026505542,0.65984195,0.027369019,0.018193716,0.0046203854,0.28812218],"study_design_scores_gemma":[0.000011090169,0.000023444885,0.00011406871,0.000010824219,0.000005940818,0.00006250139,0.000039704366,0.99092346,0.0042970413,0.0016339051,0.0028685678,0.000009531611],"about_ca_topic_score_codex":0.003647754,"about_ca_topic_score_gemma":0.0068106498,"teacher_disagreement_score":0.0058703176,"about_ca_system_score_codex":0.00050034205,"about_ca_system_score_gemma":0.0012166151,"threshold_uncertainty_score":0.01963818},"labels":[],"label_agreement":null},{"id":"W4323363466","doi":"10.1016/j.engstruct.2023.115721","title":"Experimental and numerical study on the crack width and deflection performance of GFRP reinforced concrete beams","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Fibre-reinforced plastic; Deflection (physics); Structural engineering; Serviceability (structure); Materials science; Cracking; Reinforcement; Composite material; Engineering","score_opus":0.010581790029203004,"score_gpt":0.2323120293679549,"score_spread":0.22173023933875188,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4323363466","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979298,0.000040416708,0.0011004525,0.000011530456,0.000004742616,0.0000081090375,0.0000814735,0.000026436577,0.00079702644],"genre_scores_gemma":[0.99868065,0.00003288048,0.0006215101,0.000003204417,0.0000023077096,0.000006815096,0.000055312394,0.0000049826895,0.0005924377],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996773,0.000040895487,0.000012824942,0.00005156282,0.00016632018,0.00005098581],"domain_scores_gemma":[0.9985977,0.0006721145,0.0001335336,0.00020579818,0.00032555652,0.00006525844],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047048705,0.00030110168,0.00022782228,0.00032395244,0.00042839628,0.00013210357,0.00050427683,0.0006017565,0.0026689565],"category_scores_gemma":[0.0010351327,0.0002453524,0.00023684991,0.0002748797,0.0005570058,0.00032532695,0.00026118234,0.00036460103,0.00023171336],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00039351944,0.0005783076,0.0034235925,0.00007453439,0.000013313974,0.000082041326,0.00024079643,0.009975449,0.97858584,0.0002998224,0.00014491993,0.006187923],"study_design_scores_gemma":[0.000078313926,0.0034466858,0.045778763,0.000015107957,0.00003344777,0.0002255139,0.00025259829,0.065648,0.8834345,0.00015154632,0.00089097134,0.00004448406],"about_ca_topic_score_codex":0.0012959001,"about_ca_topic_score_gemma":0.0017329215,"teacher_disagreement_score":0.0026689565,"about_ca_system_score_codex":0.00022738696,"about_ca_system_score_gemma":0.00017907117,"threshold_uncertainty_score":0.008928537},"labels":[],"label_agreement":null},{"id":"W4323536854","doi":"10.1016/j.engstruct.2023.115735","title":"Experimental investigation and seismic analysis of a novel self-centering piston-based bracing archetype with polyurethane cores","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Bracing; Dissipation; Structural engineering; OpenSees; Piston (optics); Compression (physics); Deformation (meteorology); Engineering; Materials science; Finite element method; Brace; Composite material; Physics","score_opus":0.008372118902213368,"score_gpt":0.2105448982735285,"score_spread":0.20217277937131514,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4323536854","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.991708,0.000046226927,0.006701645,0.00002402864,0.000012691268,0.00002954514,0.00004846213,0.00006548041,0.0013640003],"genre_scores_gemma":[0.99255943,0.000038624923,0.0055269697,0.0000076353945,0.0000022613488,0.000023612836,0.00005363798,0.00001008849,0.0017777662],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997248,0.000027339081,0.0000080662185,0.000039427192,0.00016482624,0.00003554593],"domain_scores_gemma":[0.9995277,0.00008908916,0.00007308195,0.00008100219,0.00015186812,0.000077282],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034504294,0.00043038905,0.00033323874,0.0002589152,0.0003242364,0.00027040104,0.0007817299,0.00051005563,0.0014478265],"category_scores_gemma":[0.00048796504,0.00019963068,0.00016089891,0.00029566523,0.0005559887,0.00053311174,0.00035156746,0.00032682627,0.000255413],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00036235573,0.00022453372,0.001449172,0.000112100875,0.000007985457,0.0002169496,0.0001233572,0.005350885,0.9818663,0.00055815413,0.00015121061,0.009576973],"study_design_scores_gemma":[0.00006124514,0.0039930283,0.01472546,0.000021907153,0.00002871154,0.00032263354,0.0002693836,0.05755417,0.9194426,0.00015376866,0.0033922037,0.000034865232],"about_ca_topic_score_codex":0.00047792698,"about_ca_topic_score_gemma":0.000932155,"teacher_disagreement_score":0.0014478265,"about_ca_system_score_codex":0.00022136848,"about_ca_system_score_gemma":0.0004958097,"threshold_uncertainty_score":0.0048434734},"labels":[],"label_agreement":null},{"id":"W4323655634","doi":"10.1016/j.engstruct.2023.115887","title":"Time-dependent reliability-based charts to evaluate the structural safety of RC wharf decks exposed to corrosion and freeze-thaw effect","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"Dalhousie University","keywords":"Wharf; Reliability (semiconductor); Monte Carlo method; Corrosion; Margin (machine learning); Reliability engineering; Engineering; Structural engineering; Sensitivity (control systems); Chart; Computer science; Materials science; Mathematics; Statistics; Composite material","score_opus":0.006106050416398007,"score_gpt":0.22362645970441325,"score_spread":0.21752040928801525,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4323655634","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.932505,0.00062455697,0.062081657,0.00003304092,0.00004936647,0.0000817568,0.001166756,0.001939123,0.001518685],"genre_scores_gemma":[0.9910019,0.000100369834,0.007976794,0.0000061494943,0.0000054866405,0.000027955524,0.00049122726,0.000036298996,0.00035385502],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992574,0.00011845419,0.000050378043,0.00009941471,0.00042430515,0.000050076032],"domain_scores_gemma":[0.9933588,0.0022254898,0.0012491936,0.000515573,0.0024866504,0.0001642658],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011486729,0.00070143875,0.00035897217,0.0030186109,0.00021944832,0.00042128467,0.00062066125,0.0005114017,0.001294958],"category_scores_gemma":[0.0049421503,0.00014223438,0.00039573474,0.0012728185,0.00027832374,0.00047027826,0.0002364039,0.00036782178,0.0002896233],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0028143858,0.00058004656,0.20536964,0.0005866741,0.00042015844,0.00068460475,0.00084493635,0.42317978,0.17104138,0.0021745958,0.0028863193,0.18941744],"study_design_scores_gemma":[0.000042018764,0.002320876,0.15745033,0.000057272693,0.00024079246,0.0005346959,0.00034215007,0.74371284,0.09271077,0.0007116271,0.0017411289,0.0001354919],"about_ca_topic_score_codex":0.002955651,"about_ca_topic_score_gemma":0.003124244,"teacher_disagreement_score":0.0030186109,"about_ca_system_score_codex":0.0004644748,"about_ca_system_score_gemma":0.00030345502,"threshold_uncertainty_score":0.006074846},"labels":[],"label_agreement":null},{"id":"W4324145219","doi":"10.1016/j.engstruct.2023.115968","title":"Influence of openings on the punching shear behaviour of concrete slabs supported on special-shaped columns","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada; University of Waterloo; Government of Ontario","keywords":"Punching; Slab; Structural engineering; Cruciform; Finite element method; Concentric; Column (typography); Shear (geology); Engineering; Geology; Geotechnical engineering; Connection (principal bundle); Materials science; Geometry; Composite material; Mathematics; Mechanical engineering","score_opus":0.009279860069598366,"score_gpt":0.22050893250228412,"score_spread":0.21122907243268577,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4324145219","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993123,0.00007184416,0.00017257937,0.0000059068398,0.0000070088486,0.0000011030553,0.000023505816,0.000014212891,0.00039157292],"genre_scores_gemma":[0.99969566,0.000037959322,0.00006606014,0.0000026303198,0.0000023465827,8.376244e-7,0.000018123159,0.000005676286,0.00017075629],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999803,0.000029164872,0.000010113754,0.000029789375,0.000047809655,0.00008019373],"domain_scores_gemma":[0.99789065,0.0012439721,0.00027486347,0.00009359556,0.00015171152,0.00034520528],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022118492,0.00031563547,0.00032618723,0.00024842637,0.0002768024,0.0005632728,0.00020562965,0.00035404696,0.0026372217],"category_scores_gemma":[0.0014329992,0.00033548812,0.00021693463,0.00016957543,0.0007535639,0.00028766968,0.0003251558,0.0004484081,0.00025188804],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0039951736,0.00019685835,0.0076236273,0.00016695667,0.000036257323,0.0009721681,0.00047577225,0.02094074,0.95680153,0.00023868523,0.00018931861,0.0083629815],"study_design_scores_gemma":[0.000070996975,0.0026453082,0.13265848,0.00006644991,0.00018085056,0.00037580292,0.0012878157,0.04222231,0.8192522,0.00019540961,0.0009631681,0.000081197],"about_ca_topic_score_codex":0.000989625,"about_ca_topic_score_gemma":0.0013260432,"teacher_disagreement_score":0.0026372217,"about_ca_system_score_codex":0.00020836669,"about_ca_system_score_gemma":0.0002253695,"threshold_uncertainty_score":0.008822322},"labels":[],"label_agreement":null},{"id":"W4327756529","doi":"10.1016/j.engstruct.2023.115976","title":"Development of strength interaction diagrams for designing precast concrete tunnel lining segments reinforced with GFRP bars","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Fibre-reinforced plastic; Precast concrete; Structural engineering; Reinforcement; Bending moment; Materials science; Interaction overview diagram; Composite material; Engineering; Computer science","score_opus":0.012734277703316308,"score_gpt":0.21946292444661306,"score_spread":0.20672864674329675,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4327756529","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.01890013,0.00011704592,0.9684267,0.000060099785,0.000021807837,0.00021860865,0.00035462205,0.0026312592,0.009269733],"genre_scores_gemma":[0.12945649,0.00019235836,0.86462194,0.00002418396,0.0000063905236,0.00030427298,0.0007088759,0.0005884925,0.004096886],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99947053,0.00012453114,0.0000337832,0.000053765954,0.0002861045,0.0000312423],"domain_scores_gemma":[0.99857163,0.0006957135,0.000085180014,0.00007489175,0.0005282534,0.00004417741],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00077095703,0.0010920491,0.0006149263,0.001396649,0.0005300705,0.0011076686,0.001182322,0.0007605974,0.0089831315],"category_scores_gemma":[0.0021818485,0.0008310815,0.0008026318,0.00047080152,0.00032420366,0.00078485406,0.0007277303,0.00073922734,0.0011674612],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016892247,0.0002490736,0.0038022206,0.0012129933,0.00008817277,0.0005267829,0.0012096559,0.52388877,0.061593074,0.059535656,0.006644595,0.34107998],"study_design_scores_gemma":[0.00006073311,0.0001231414,0.0009984404,0.00022573245,0.00006613536,0.00019521455,0.00021223506,0.91193825,0.03286257,0.008097011,0.045171965,0.000048571706],"about_ca_topic_score_codex":0.006703847,"about_ca_topic_score_gemma":0.012114638,"teacher_disagreement_score":0.0089831315,"about_ca_system_score_codex":0.0006230631,"about_ca_system_score_gemma":0.0013091473,"threshold_uncertainty_score":0.030051589},"labels":[],"label_agreement":null},{"id":"W4327905038","doi":"10.1016/j.engstruct.2023.115984","title":"Effects of galvanizing on residual stresses and stress concentrations in RHS X- and T-Connections","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"British Columbia Institute of Technology; University of Victoria","funders":"Natural Sciences and Engineering Research Council of Canada; British Columbia Institute of Technology","keywords":"Galvanization; Residual stress; Chord (peer-to-peer); Materials science; Structural engineering; Welding; Strain gauge; Residual; Metallurgy; Composite material; Engineering; Mathematics; Layer (electronics)","score_opus":0.0035202269543860667,"score_gpt":0.19408807521226662,"score_spread":0.19056784825788056,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4327905038","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99751943,0.00009604161,0.0009914938,0.00000918669,0.000008701792,0.0000044425706,0.00002606158,0.000049880455,0.0012947313],"genre_scores_gemma":[0.9993174,0.000028354112,0.00017968491,0.0000038523635,0.000002417309,0.0000018886929,0.000018615112,0.000012580968,0.00043519092],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997813,0.000049965485,0.000010689563,0.00005163407,0.000046419085,0.000059965103],"domain_scores_gemma":[0.9990113,0.00052968756,0.00014249627,0.000109261084,0.00014391576,0.00006330196],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003939106,0.00029051185,0.00027334507,0.00038797842,0.00039379628,0.0006220153,0.00055192335,0.0003775526,0.0043140487],"category_scores_gemma":[0.0013604622,0.00022745765,0.00032301,0.000346387,0.0010172417,0.0005307156,0.00031015894,0.00030202168,0.00039749453],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0037251948,0.00024981456,0.009470392,0.00021370237,0.000070569884,0.00048656593,0.0007457729,0.04748807,0.9149205,0.0020164736,0.00027778797,0.02033516],"study_design_scores_gemma":[0.000054961532,0.0026055577,0.028748091,0.000033254502,0.000119576594,0.00018641201,0.00047890894,0.05431128,0.911806,0.0005731245,0.0010485542,0.00003418561],"about_ca_topic_score_codex":0.00088971714,"about_ca_topic_score_gemma":0.0013032027,"teacher_disagreement_score":0.0043140487,"about_ca_system_score_codex":0.00026550936,"about_ca_system_score_gemma":0.00019735543,"threshold_uncertainty_score":0.014431894},"labels":[],"label_agreement":null},{"id":"W4328142211","doi":"10.1016/j.engstruct.2023.115983","title":"Seismic response evaluation of spring-based piston braced frames by employing closed-loop dynamic (CLD) testing","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Bracing; Structural engineering; Buckling; Finite element method; Piston (optics); Dynamic testing; Engineering; Braced frame; Frame (networking); Computer science; Brace; Mechanical engineering","score_opus":0.013328600116083684,"score_gpt":0.2526969192878006,"score_spread":0.2393683191717169,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4328142211","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9799176,0.000057827147,0.018032694,0.000023812629,0.000017644612,0.000026841826,0.00007399246,0.00009262527,0.0017569438],"genre_scores_gemma":[0.99626404,0.000030032805,0.002972481,0.000006197478,0.0000018862128,0.00001417589,0.000049741724,0.0000064632586,0.000655],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99949586,0.00007965209,0.000024115288,0.000052453375,0.0002728023,0.00007514746],"domain_scores_gemma":[0.99916124,0.00025788406,0.00009257788,0.00008453866,0.0003354729,0.00006822087],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005316832,0.0006774528,0.00040136892,0.00064723357,0.00030115133,0.00040491336,0.0010309878,0.0008020416,0.0020556326],"category_scores_gemma":[0.0012760734,0.00022323601,0.00024140396,0.0004585832,0.00051259954,0.00047463094,0.00045936808,0.00025285291,0.00031578835],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002796412,0.0006635267,0.0077486886,0.00026090955,0.000041539373,0.0004666931,0.00043264093,0.08029861,0.8375931,0.0010079812,0.0004602214,0.06822973],"study_design_scores_gemma":[0.00014354379,0.005855796,0.026944755,0.000047623653,0.00007351137,0.000180297,0.00051991665,0.57063,0.3929189,0.00030935992,0.0023152658,0.000060930055],"about_ca_topic_score_codex":0.0022921315,"about_ca_topic_score_gemma":0.00399596,"teacher_disagreement_score":0.0022921315,"about_ca_system_score_codex":0.00038506917,"about_ca_system_score_gemma":0.0004785645,"threshold_uncertainty_score":0.0068768263},"labels":[],"label_agreement":null},{"id":"W4353110475","doi":"10.1016/j.engstruct.2023.115982","title":"Life-cycle benefits estimation of self-centering building structures","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":138,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Estimation; Architectural engineering; Structural engineering; Engineering; Computer science; Systems engineering","score_opus":0.0050369175787423155,"score_gpt":0.19948995227422506,"score_spread":0.19445303469548275,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4353110475","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91043985,0.00029821435,0.08594428,0.00003564908,0.0000051522247,0.00003209,0.00041271118,0.000100312296,0.002731762],"genre_scores_gemma":[0.99481225,0.0000362358,0.0046388777,0.000001959341,0.0000013808843,0.000008615133,0.00020316278,0.0000065082368,0.00029088324],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99982256,0.00005850853,0.0000053420945,0.000024758669,0.000057595833,0.00003132886],"domain_scores_gemma":[0.9992028,0.00052053365,0.00006403208,0.000054617234,0.00013318592,0.0000247683],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00055152265,0.00044233925,0.00040176857,0.00144714,0.00019046015,0.0003199918,0.00054124213,0.00057431357,0.0010051783],"category_scores_gemma":[0.0014897451,0.00021607218,0.0005693905,0.0007876498,0.00016988213,0.0004343758,0.00025789894,0.00020646381,0.00012855117],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006364725,0.000033243807,0.007131241,0.000024870624,0.000023284825,0.000031154854,0.000012027349,0.97302,0.0018948148,0.00067493954,0.00009736417,0.016993381],"study_design_scores_gemma":[0.0000013358809,0.000022431881,0.0031050984,0.0000018494324,0.000009155891,0.0000071018676,0.000005839397,0.9958956,0.00062072685,0.0002790973,0.000049346916,0.000002275817],"about_ca_topic_score_codex":0.009795668,"about_ca_topic_score_gemma":0.010767879,"teacher_disagreement_score":0.009795668,"about_ca_system_score_codex":0.00078357686,"about_ca_system_score_gemma":0.0004363111,"threshold_uncertainty_score":0.019477308},"labels":[],"label_agreement":null},{"id":"W4361204899","doi":"10.1016/j.engstruct.2023.116005","title":"Partial factor for the shear resistance model in the 2nd generation of Eurocode 2 for GFRP reinforced concrete members","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Fibre-reinforced plastic; Structural engineering; Eurocode; Reinforced concrete; Probabilistic logic; Shear (geology); Materials science; Engineering; Composite material; Mathematics; Statistics","score_opus":0.03363620428400671,"score_gpt":0.25680961153803705,"score_spread":0.22317340725403034,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4361204899","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.19245929,0.0004440212,0.80092806,0.000052124327,0.000069285845,0.000115345174,0.00067763287,0.0010811763,0.004173111],"genre_scores_gemma":[0.9070243,0.0002047983,0.086173564,0.000024769548,0.000024964273,0.0001958789,0.0016582337,0.00023453071,0.004458847],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99797195,0.00052112254,0.0001131301,0.00036346214,0.000930212,0.00010016197],"domain_scores_gemma":[0.99780816,0.00085382,0.00034310692,0.00039969035,0.0005696098,0.000025510832],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0021066784,0.00078749296,0.00051749166,0.00085335015,0.00024818038,0.0007272991,0.00096449524,0.0008493614,0.0013016404],"category_scores_gemma":[0.005391761,0.00045093888,0.0012601411,0.0005925173,0.00041983175,0.0006045322,0.0004587299,0.0005763692,0.00065275433],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000107181986,0.00002812805,0.008114816,0.000058725513,0.000041486244,0.000058091176,0.00006119417,0.9492432,0.004762136,0.0043940064,0.0005854832,0.03254566],"study_design_scores_gemma":[0.0000056888907,0.00012853541,0.006367208,0.000015625388,0.000024146091,0.00008279723,0.00001262569,0.9851715,0.0037627786,0.001239787,0.0031672737,0.000022087295],"about_ca_topic_score_codex":0.014425775,"about_ca_topic_score_gemma":0.009336999,"teacher_disagreement_score":0.014425775,"about_ca_system_score_codex":0.0006880777,"about_ca_system_score_gemma":0.001325913,"threshold_uncertainty_score":0.028683662},"labels":[],"label_agreement":null},{"id":"W4361302187","doi":"10.1016/j.engstruct.2023.116040","title":"Gaussian process regression-based load-carrying capacity models of corroded prestressed concrete bridge girders for fast-screening and reliability-based evaluation","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ministry of Transportation of Ontario; University of Alberta","funders":"","keywords":"Girder; Structural engineering; Corrosion; Precast concrete; Prestressed concrete; Kriging; Engineering; Geotechnical engineering; Computer science; Materials science; Composite material","score_opus":0.028280634789393234,"score_gpt":0.27648449424659,"score_spread":0.24820385945719675,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4361302187","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.3229373,0.00022514242,0.6734502,0.000095758915,0.000032692125,0.000042699856,0.00029878182,0.0009758038,0.0019416042],"genre_scores_gemma":[0.9861615,0.00012342414,0.011308676,0.000014727127,0.0000090340245,0.000034449848,0.0003003387,0.00006001649,0.001987823],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99968493,0.00009049314,0.000013237073,0.00007178478,0.0000902174,0.00004936053],"domain_scores_gemma":[0.9991523,0.00039314714,0.00012247308,0.00006813977,0.0002407581,0.000023203029],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010098668,0.0007523736,0.000723549,0.00064820057,0.00020836014,0.0005578633,0.0014021412,0.0009674186,0.0012606021],"category_scores_gemma":[0.0021261899,0.00046333196,0.000739623,0.00068295054,0.00046887997,0.00071118225,0.00040806475,0.000831504,0.00046659028],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001406456,0.000015347192,0.00033890014,0.0000067872197,0.000006984741,0.000010634462,0.000008011788,0.99582565,0.0007357708,0.00039533194,0.000065696375,0.0025768373],"study_design_scores_gemma":[3.4315173e-7,0.0000024005058,0.00010556309,3.2433323e-7,0.0000010715207,9.427485e-7,7.558448e-7,0.9996946,0.000120173216,0.00006262702,0.0000100455545,0.0000011419492],"about_ca_topic_score_codex":0.020882271,"about_ca_topic_score_gemma":0.016455991,"teacher_disagreement_score":0.020882271,"about_ca_system_score_codex":0.0007008116,"about_ca_system_score_gemma":0.0008041667,"threshold_uncertainty_score":0.04152149},"labels":[],"label_agreement":null},{"id":"W4362472720","doi":"10.1016/j.engstruct.2023.116032","title":"ANN-based optimization framework for the design of wind load resisting system of tall buildings","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":38,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Serviceability (structure); Structural engineering; Finite element method; Engineering; Wind engineering; Structural load; Bracing; Shear wall; Optimal design; Computer science","score_opus":0.010722553186492588,"score_gpt":0.21221269262548073,"score_spread":0.20149013943898814,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4362472720","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.022598904,0.0005591373,0.9677289,0.00013267685,0.000054272135,0.000059042275,0.000109129935,0.0002546238,0.008503292],"genre_scores_gemma":[0.85136515,0.0007387915,0.13646923,0.00013928331,0.00010997241,0.00046818334,0.00038643568,0.00010710564,0.010215829],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997763,0.00007199785,0.000012826188,0.000045211775,0.000059010705,0.00003462384],"domain_scores_gemma":[0.999793,0.00009343325,0.000026437961,0.000008061523,0.00006828575,0.00001078996],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005188559,0.00088655675,0.001018843,0.00055603695,0.00045405488,0.0007956541,0.00085538457,0.0012352436,0.0033809575],"category_scores_gemma":[0.0006565374,0.0006434221,0.00096171716,0.0005011671,0.00032547212,0.0005329407,0.0005915011,0.0007175985,0.0004218167],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00000621858,0.000008925962,0.000070876966,0.000016266542,0.000007686432,0.000015203772,0.0000054590273,0.9941791,0.0003932007,0.00055561453,0.00011731977,0.004624136],"study_design_scores_gemma":[8.8809037e-7,0.00000518341,0.000030808267,0.0000024491467,0.0000019074976,0.0000020295793,0.000001685624,0.9996438,0.0000478248,0.00016850745,0.000093756054,0.0000010959029],"about_ca_topic_score_codex":0.011367822,"about_ca_topic_score_gemma":0.012031217,"teacher_disagreement_score":0.011367822,"about_ca_system_score_codex":0.00056857505,"about_ca_system_score_gemma":0.000938449,"threshold_uncertainty_score":0.022603333},"labels":[],"label_agreement":null},{"id":"W4362581820","doi":"10.1016/j.engstruct.2023.116033","title":"Stress distributions of infinite strip steel reinforced elastomeric isolators with a rubber core","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"Natural Sciences and Engineering Research Council of Canada; Mitacs","keywords":"Natural rubber; Elastomer; Isolator; Materials science; Dissipation; Core (optical fiber); Composite material; Finite element method; Structural engineering; Bending; Stiffness; Shear (geology); Compression (physics); Engineering","score_opus":0.00574386757753399,"score_gpt":0.19648684922777418,"score_spread":0.1907429816502402,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4362581820","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99299777,0.000025051757,0.0049539777,0.000015477952,0.0000017874568,0.0000025270292,0.00003681418,0.000047502126,0.0019190812],"genre_scores_gemma":[0.99895406,0.000008694764,0.00040219945,0.000002499716,0.0000015712917,0.0000029289206,0.000033181215,0.000008772389,0.0005861639],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998331,0.000046257537,0.000005898516,0.000033019256,0.00004470634,0.00003704858],"domain_scores_gemma":[0.99896216,0.0004689993,0.00021529377,0.00007343972,0.00018239084,0.00009763777],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023911691,0.00036918977,0.00024424633,0.00043325467,0.00020435955,0.00031733478,0.00055335957,0.0005027113,0.0017026261],"category_scores_gemma":[0.0008494889,0.00023144975,0.00013193979,0.0003085998,0.00062368665,0.00039418257,0.00028197304,0.00023035161,0.00035743992],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0027226333,0.0004746763,0.013671499,0.00011698765,0.000057966023,0.00097157486,0.0007785997,0.39448035,0.55858904,0.0045800223,0.000652096,0.022904461],"study_design_scores_gemma":[0.00005263737,0.0018690948,0.04532134,0.000022545435,0.00004182481,0.00028886928,0.00052609725,0.83752096,0.1125861,0.001093828,0.0006235746,0.00005317101],"about_ca_topic_score_codex":0.00054143585,"about_ca_topic_score_gemma":0.0005563341,"teacher_disagreement_score":0.0017026261,"about_ca_system_score_codex":0.00026968349,"about_ca_system_score_gemma":0.00018393394,"threshold_uncertainty_score":0.0056958795},"labels":[],"label_agreement":null},{"id":"W4362704896","doi":"10.1016/j.engstruct.2023.116073","title":"Axial compressive strength of slender UHPFRC-filled steel tubes","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Buckling; Structural engineering; Materials science; Compressive strength; Concentric; Yield (engineering); Parametric statistics; Compression (physics); Aspect ratio (aeronautics); Composite material; Tube (container); Engineering","score_opus":0.007030976743812177,"score_gpt":0.2067935230662306,"score_spread":0.19976254632241844,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4362704896","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9973774,0.000052760974,0.0009722092,0.000013457544,0.0000035943108,0.0000035230732,0.000065738845,0.000023219201,0.0014881633],"genre_scores_gemma":[0.9988839,0.000017776747,0.00035113256,0.0000048920056,0.0000014740301,0.0000026008265,0.00005116523,0.0000041933986,0.0006830452],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997625,0.000031423355,0.000009022349,0.000035709993,0.00012867525,0.000032575677],"domain_scores_gemma":[0.99946815,0.00019541367,0.00011005992,0.000036967587,0.0001335361,0.000055807304],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030159325,0.0002108115,0.00019039243,0.00037883033,0.00023168155,0.00027924954,0.0005111325,0.0005045571,0.0017557315],"category_scores_gemma":[0.0008837575,0.00013878917,0.0001323368,0.00018995455,0.00067656435,0.00023879272,0.00020367617,0.00021822707,0.00026777573],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008743753,0.00009189089,0.004564571,0.00008132158,0.000015397718,0.00031526812,0.00014112832,0.038916014,0.9432463,0.0014580254,0.000247108,0.0100485915],"study_design_scores_gemma":[0.000041453935,0.0011964111,0.05893115,0.000039854458,0.000027587424,0.000277951,0.00022702313,0.16455375,0.7727412,0.0004106947,0.0015097407,0.000043227126],"about_ca_topic_score_codex":0.0009780257,"about_ca_topic_score_gemma":0.0011278851,"teacher_disagreement_score":0.0017557315,"about_ca_system_score_codex":0.00028098677,"about_ca_system_score_gemma":0.00025183952,"threshold_uncertainty_score":0.005873561},"labels":[],"label_agreement":null},{"id":"W4363651910","doi":"10.1016/j.engstruct.2023.116050","title":"Shear design of RC members strengthened with steel reinforcing bars embedded through section","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University; Université Laval; Université du Québec à Chicoutimi","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada; Ministère des Transports","keywords":"Epoxy; Interlock; Materials science; Shear (geology); Structural engineering; Composite material; Adhesive; Epoxy adhesive; Reinforcement; Direct shear test; Shear strength (soil); Reinforced concrete; Engineering; Geology; Layer (electronics)","score_opus":0.012298499908064947,"score_gpt":0.21514753771695766,"score_spread":0.2028490378088927,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4363651910","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8033483,0.00017208172,0.17394899,0.00013027372,0.000040806313,0.000085021464,0.0000885647,0.00017752708,0.022008387],"genre_scores_gemma":[0.9790956,0.00004831169,0.017435564,0.00001415647,0.000007312536,0.000035206478,0.000032084186,0.000021932032,0.0033097158],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99990165,0.000024939887,0.0000040619348,0.000016658127,0.00003616833,0.00001655651],"domain_scores_gemma":[0.99974936,0.000057163496,0.00006313547,0.000018899083,0.00008279506,0.000028616918],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004238684,0.0003518942,0.00029890848,0.00039112027,0.00026110842,0.00041672445,0.00068512955,0.00056727865,0.0026069095],"category_scores_gemma":[0.00043885747,0.00025531807,0.0003060869,0.00016036927,0.00031628038,0.00018410414,0.00024029391,0.00018139319,0.00036933902],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00053872337,0.00012426375,0.0020196205,0.00015502203,0.00003903374,0.00019314564,0.00015022156,0.81507236,0.14396602,0.013841962,0.0005502926,0.023349382],"study_design_scores_gemma":[0.000034125325,0.00051704573,0.0015665131,0.000017695596,0.000033057142,0.00004199589,0.000073437055,0.9795846,0.016251717,0.0010164873,0.0008525777,0.000010807883],"about_ca_topic_score_codex":0.0012002256,"about_ca_topic_score_gemma":0.0018953633,"teacher_disagreement_score":0.0026069095,"about_ca_system_score_codex":0.00044107484,"about_ca_system_score_gemma":0.0004316311,"threshold_uncertainty_score":0.008720934},"labels":[],"label_agreement":null},{"id":"W4364375626","doi":"10.1016/j.engstruct.2023.116083","title":"LSTM, WaveNet, and 2D CNN for nonlinear time history prediction of seismic responses","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":111,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Computer science; Nonlinear system; Hyperparameter; Convolutional neural network; Artificial intelligence; Robustness (evolution); Deep learning; Short-time Fourier transform; Artificial neural network; Spectrogram; Benchmark (surveying); Algorithm; Machine learning; Pattern recognition (psychology); Fourier transform; Mathematics; Fourier analysis","score_opus":0.014909320618260533,"score_gpt":0.24160377784259474,"score_spread":0.2266944572243342,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4364375626","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.09153146,0.003706775,0.8836387,0.000936151,0.0007168449,0.00008323505,0.0029461486,0.00872704,0.0077136224],"genre_scores_gemma":[0.75507957,0.0021038635,0.21163633,0.0005214969,0.0002763336,0.00017087333,0.004967624,0.00028128974,0.024962645],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998791,0.000012275325,0.000006125065,0.00004193705,0.000031041367,0.000029575764],"domain_scores_gemma":[0.99986553,0.00004589677,0.000015350257,0.000022905868,0.000038962487,0.00001131911],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027047863,0.00097506837,0.00048932625,0.000409384,0.00020470044,0.0004233999,0.0008460085,0.00080351334,0.00399408],"category_scores_gemma":[0.000691559,0.0003249454,0.0004473794,0.00073510857,0.00018358596,0.0008762702,0.0006426105,0.0009803108,0.0015112141],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00038126312,0.000195061,0.0015393397,0.00018744473,0.000109357345,0.00018395987,0.000044193126,0.23912011,0.034765445,0.004133025,0.014752978,0.70458776],"study_design_scores_gemma":[0.0000028593993,0.00002191298,0.00035680033,0.0000062632407,0.000010261604,0.000016678385,0.000004985482,0.99457246,0.0031026325,0.0011247159,0.0007749649,0.000005503059],"about_ca_topic_score_codex":0.015402329,"about_ca_topic_score_gemma":0.025741681,"teacher_disagreement_score":0.015402329,"about_ca_system_score_codex":0.0004998282,"about_ca_system_score_gemma":0.0007503805,"threshold_uncertainty_score":0.030625343},"labels":[],"label_agreement":null},{"id":"W4366085626","doi":"10.1016/j.engstruct.2023.116123","title":"Cyclic behaviour of CLT shear wall hold-down connections using mixed angle self-tapping screws","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Earthquake Commission","keywords":"Connection (principal bundle); Stiffness; Structural engineering; Ductility (Earth science); Materials science; Tapping; Composite material; Shear (geology); Engineering; Mechanical engineering; Creep","score_opus":0.016092452300380644,"score_gpt":0.2141638188314042,"score_spread":0.19807136653102356,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4366085626","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991248,0.000037619266,0.0005073291,0.0000034897491,0.000005412803,0.0000053290987,0.000023640416,0.000022489556,0.0002699479],"genre_scores_gemma":[0.99852043,0.0000325099,0.0007333646,0.000005689182,0.000002255184,0.000008570287,0.000054417258,0.000015370242,0.0006273829],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99954116,0.000052220163,0.000027301756,0.000083658575,0.00021930352,0.00007650033],"domain_scores_gemma":[0.99910897,0.0001863783,0.00024021583,0.00013082297,0.00022502469,0.0001086398],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003729586,0.00054333423,0.00018728367,0.00037236177,0.00025009876,0.00017431946,0.00036481433,0.00030625358,0.0023282918],"category_scores_gemma":[0.0011264784,0.0002988344,0.00015749212,0.0002853035,0.00044866616,0.0003859359,0.00036396322,0.00028619354,0.00040812674],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019321323,0.00003761596,0.0036553808,0.000048139267,0.0000082569695,0.0001531324,0.00022941553,0.0010952754,0.98938864,0.00003478885,0.000057126355,0.0050989613],"study_design_scores_gemma":[0.00001229032,0.0028037056,0.059424274,0.000016038819,0.000025591542,0.00024268078,0.00034104162,0.004397177,0.93134123,0.00003084369,0.0013438248,0.00002119609],"about_ca_topic_score_codex":0.0006243429,"about_ca_topic_score_gemma":0.002706632,"teacher_disagreement_score":0.0023282918,"about_ca_system_score_codex":0.00016996945,"about_ca_system_score_gemma":0.000120045544,"threshold_uncertainty_score":0.007788956},"labels":[],"label_agreement":null},{"id":"W4366714474","doi":"10.1016/j.engstruct.2023.116159","title":"Quasi-static cyclic behavior of precast high-strength concrete tunnel segments reinforced with GFRP bars","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Precast concrete; Fibre-reinforced plastic; Flexural strength; Structural engineering; Materials science; Cracking; Reinforcement; Ductility (Earth science); Composite material; Compressive strength; Creep; Engineering","score_opus":0.007607477455613649,"score_gpt":0.21015740695645335,"score_spread":0.2025499295008397,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4366714474","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989286,0.000020150976,0.0003327171,0.0000046576542,0.0000018861422,0.0000017961515,0.000051274157,0.000017228613,0.00064161443],"genre_scores_gemma":[0.9994307,0.000012466834,0.00008887898,0.0000017020936,7.541169e-7,0.0000014882738,0.000058605303,0.0000037771997,0.00040167844],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99993443,0.000007330875,0.0000018519206,0.0000128213915,0.00002251276,0.000020997111],"domain_scores_gemma":[0.99979705,0.000049448998,0.000035607503,0.000019095327,0.000052957814,0.00004592226],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008663255,0.00013496779,0.00011960233,0.0004375162,0.00024847186,0.0001617488,0.0002453351,0.00024890507,0.0023146989],"category_scores_gemma":[0.00031731272,0.0001540875,0.0001707088,0.00026317508,0.00047438874,0.00016449024,0.00013813286,0.00016093788,0.00021786493],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009365072,0.0003898329,0.03684505,0.00014486776,0.00007245243,0.0009930523,0.0005600487,0.2261289,0.7145929,0.0018538095,0.00074655394,0.016735991],"study_design_scores_gemma":[0.000025026098,0.0011578051,0.26964626,0.000032987606,0.00004676258,0.00027622952,0.00048548012,0.65139127,0.07551533,0.00048391565,0.0008757083,0.0000632495],"about_ca_topic_score_codex":0.0059352824,"about_ca_topic_score_gemma":0.007581954,"teacher_disagreement_score":0.0059352824,"about_ca_system_score_codex":0.00034934297,"about_ca_system_score_gemma":0.00024246621,"threshold_uncertainty_score":0.011801481},"labels":[],"label_agreement":null},{"id":"W4366979821","doi":"10.1016/j.engstruct.2023.116093","title":"Mechanism development and experimental validation of self-centering nonlinear friction damper","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Vibration Control and Rheological Fluids","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Dissipation; Damper; Nonlinear system; Parametric statistics; Engineering; Structural engineering; Hinge; Downtime; Mechanism (biology); Energy (signal processing); Reliability engineering","score_opus":0.0068678632796699965,"score_gpt":0.20104781197014832,"score_spread":0.19417994869047833,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4366979821","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94211805,0.00015667792,0.052742798,0.00012790838,0.00010784636,0.00036988227,0.00021399226,0.00074096024,0.0034218505],"genre_scores_gemma":[0.98259914,0.00004968251,0.015138748,0.000012344331,0.0000052667633,0.00008391584,0.00011080102,0.000035882156,0.0019642517],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99954706,0.00003547781,0.000024317427,0.00008523347,0.00024512023,0.000062734514],"domain_scores_gemma":[0.9988613,0.00017380304,0.00012669827,0.0003436532,0.000396143,0.00009835684],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014172164,0.00042240054,0.00034768408,0.00047935868,0.0007729373,0.00040007776,0.0017612106,0.00086083217,0.0038378576],"category_scores_gemma":[0.0015580507,0.00032090838,0.00026934303,0.00017969769,0.0007334006,0.00076941686,0.00077481003,0.0005169459,0.000636675],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000595778,0.0007237847,0.0031572024,0.0002393586,0.000018181305,0.0001731724,0.00041644042,0.009108164,0.9566191,0.0028680742,0.0007058837,0.025375022],"study_design_scores_gemma":[0.00020028067,0.0030739137,0.008306139,0.000023142113,0.000030744366,0.00017662963,0.00012702889,0.091484174,0.88977665,0.00034706533,0.006410892,0.00004336428],"about_ca_topic_score_codex":0.00079006737,"about_ca_topic_score_gemma":0.00067763746,"teacher_disagreement_score":0.0038378576,"about_ca_system_score_codex":0.00036709246,"about_ca_system_score_gemma":0.0005500629,"threshold_uncertainty_score":0.0128389},"labels":[],"label_agreement":null},{"id":"W4367187533","doi":"10.1016/j.engstruct.2023.116199","title":"Codification of wind loads on hip roof overhangs of low-rise buildings","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":10,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Roof; Low-rise; Wind engineering; Structural engineering; Wind speed; Wind tunnel; Current (fluid); Engineering; Geotechnical engineering; Environmental science; Marine engineering; Meteorology; Aerospace engineering; Geography","score_opus":0.006042139843311666,"score_gpt":0.20377950940580686,"score_spread":0.19773736956249519,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367187533","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9949897,0.00002069732,0.0023286422,0.0000061802134,0.0000051785364,0.000007915453,0.00007537986,0.00003357169,0.0025327518],"genre_scores_gemma":[0.99870193,0.000011273442,0.00046840336,9.512979e-7,0.0000014098168,0.0000022546005,0.000068393485,0.000011184838,0.00073404127],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999918,0.000008467311,0.000006286847,0.000014416478,0.00002683359,0.000026023938],"domain_scores_gemma":[0.9997539,0.00007664354,0.000027774602,0.000028593695,0.00008146541,0.000031617725],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000117160525,0.00033440418,0.000382258,0.00085873937,0.00045141304,0.0009163255,0.00031076898,0.00036730443,0.0023896385],"category_scores_gemma":[0.00049125176,0.00019954448,0.0003332448,0.0004895124,0.00030954892,0.00041965232,0.0002451567,0.0002835482,0.0002805154],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011472574,0.0005418428,0.1976167,0.00019703881,0.00010796724,0.0017560765,0.00094253663,0.5202401,0.16289191,0.0045589837,0.0006515947,0.10934804],"study_design_scores_gemma":[0.000022976536,0.00017762961,0.2862189,0.000028314147,0.000029538012,0.00014682961,0.00077843043,0.69295657,0.017978208,0.0008022942,0.0008252752,0.000034942],"about_ca_topic_score_codex":0.013614815,"about_ca_topic_score_gemma":0.017168686,"teacher_disagreement_score":0.013614815,"about_ca_system_score_codex":0.00037538097,"about_ca_system_score_gemma":0.00033061605,"threshold_uncertainty_score":0.027071118},"labels":[],"label_agreement":null},{"id":"W4367297355","doi":"10.1016/j.engstruct.2023.116182","title":"Performance of Stalite lightweight SCC beam-column joints under reversed cyclic loading","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Brittleness; Ductility (Earth science); Materials science; Dissipation; Aggregate (composite); Composite material; Flexural strength; Beam (structure); Structural engineering; Joint (building); Failure mode and effects analysis; Shear (geology); Deformation (meteorology); Creep; Engineering","score_opus":0.009451208297012813,"score_gpt":0.2084614539373968,"score_spread":0.19901024564038397,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367297355","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990792,0.000058202557,0.00018157407,0.000005636881,0.0000052642918,0.0000028154623,0.00007896991,0.000036276357,0.00055205595],"genre_scores_gemma":[0.99858993,0.000026037227,0.0001957881,0.0000042439106,0.0000012233471,0.0000026636856,0.00008076205,0.000008761252,0.001090643],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99969137,0.000023510807,0.000017119932,0.000044578417,0.00012956573,0.0000938455],"domain_scores_gemma":[0.9994184,0.00011842787,0.000110543035,0.000056686997,0.000191018,0.00010502178],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000275075,0.00041347888,0.0002810267,0.00044231163,0.00030621156,0.0002626434,0.00043099193,0.00044659455,0.004591448],"category_scores_gemma":[0.0006264816,0.00022843457,0.00019287596,0.00040423032,0.00049874955,0.0002858118,0.00028420697,0.00026986585,0.0006765034],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0018566899,0.00008549901,0.001450716,0.00010158275,0.000017026248,0.000109382745,0.00018098051,0.0049681226,0.9855021,0.00009395513,0.0002367747,0.005397176],"study_design_scores_gemma":[0.000027831982,0.0018501214,0.012462022,0.000010848989,0.00003488287,0.00005759968,0.00017952849,0.010070176,0.97462213,0.000024487474,0.0006336149,0.000026677659],"about_ca_topic_score_codex":0.0037183207,"about_ca_topic_score_gemma":0.0071095405,"teacher_disagreement_score":0.004591448,"about_ca_system_score_codex":0.00027858498,"about_ca_system_score_gemma":0.00052353786,"threshold_uncertainty_score":0.015359879},"labels":[],"label_agreement":null},{"id":"W4372405964","doi":"10.1016/j.engstruct.2023.116241","title":"Numerical investigation on the dynamic behavior of UHPFRC strengthened rocking concrete bridge piers subjected to vehicle collision","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Response to Dynamic Loads","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary; Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Pier; Collision; Bridge (graph theory); Engineering; Geotechnical engineering; Precast concrete; Forensic engineering; Materials science; Computer science","score_opus":0.012391075503379922,"score_gpt":0.22926709979908397,"score_spread":0.21687602429570405,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4372405964","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99064726,0.000053491876,0.0035521649,0.000068529866,0.0000142319095,0.000016544924,0.00006585709,0.00005478255,0.00552702],"genre_scores_gemma":[0.99813473,0.000028869077,0.000627621,0.000009861235,0.0000027143885,0.000006912303,0.00003379479,0.0000067329725,0.0011487319],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99978286,0.000032374628,0.0000086914115,0.000025206413,0.000069401474,0.000081460625],"domain_scores_gemma":[0.9995283,0.0002178075,0.00006999738,0.00003795134,0.000088266024,0.00005776886],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029386496,0.0003650742,0.0006932902,0.0007727823,0.0010169462,0.000669369,0.0008876996,0.0016393383,0.0035963904],"category_scores_gemma":[0.0011509291,0.00045758343,0.000577426,0.0007050182,0.0010279245,0.00039934478,0.00062525074,0.0005103119,0.00035054318],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024019567,0.0001965332,0.0067912224,0.00006963871,0.000035212983,0.001103838,0.00021847262,0.96846575,0.017125167,0.0012008336,0.00033152883,0.0042215944],"study_design_scores_gemma":[0.000022091806,0.0001570405,0.004603463,0.0000071354343,0.000013716093,0.00008283388,0.00030897776,0.9921449,0.00228466,0.00012124403,0.0002406461,0.000013379156],"about_ca_topic_score_codex":0.01353695,"about_ca_topic_score_gemma":0.009427179,"teacher_disagreement_score":0.01353695,"about_ca_system_score_codex":0.00060637185,"about_ca_system_score_gemma":0.00063981523,"threshold_uncertainty_score":0.026916325},"labels":[],"label_agreement":null},{"id":"W4376155613","doi":"10.1016/j.engstruct.2023.116290","title":"A layered beam-based model for analyzing the stress of rolling shear for the cross-laminated timber panels under out-of-plane bending","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"National Natural Science Foundation of China","keywords":"Shear (geology); Structural engineering; Cross laminated timber; Shear stress; Beam (structure); Bending moment; Shear and moment diagram; Shear modulus; Bending; Mechanics; Materials science; Engineering; Bending stiffness; Physics; Composite material","score_opus":0.03297773225120656,"score_gpt":0.2636107274448507,"score_spread":0.23063299519364414,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4376155613","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.03570088,0.00026784313,0.9552265,0.00008754889,0.00006260657,0.000049028487,0.00023808515,0.00024801222,0.008119381],"genre_scores_gemma":[0.86488056,0.0009001039,0.11508487,0.000221115,0.00006317693,0.0003661441,0.0005103108,0.00021646469,0.01775727],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998673,0.00003399794,0.000007596058,0.000021907807,0.00004951292,0.000019670533],"domain_scores_gemma":[0.9998311,0.000048334692,0.00002341052,0.000016310338,0.00006670925,0.000014114452],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027810677,0.0005832579,0.00061205187,0.0004366425,0.00032920763,0.0006766188,0.0013794814,0.0014948366,0.003438563],"category_scores_gemma":[0.0004326651,0.0005407463,0.0008629765,0.00060386764,0.000388454,0.00066903926,0.00047535202,0.00058907433,0.0006936524],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001748148,0.000035257097,0.00052951433,0.000039676626,0.000031867567,0.000113212016,0.000039155708,0.97930145,0.008859281,0.0049047484,0.00028850924,0.0058399285],"study_design_scores_gemma":[0.0000016020111,0.0000056877207,0.00013990472,0.0000027105668,0.000004721424,0.000007513551,0.0000054174357,0.9991221,0.0002440724,0.00031615663,0.00014708049,0.0000031801724],"about_ca_topic_score_codex":0.00800346,"about_ca_topic_score_gemma":0.0092568165,"teacher_disagreement_score":0.00800346,"about_ca_system_score_codex":0.00040561997,"about_ca_system_score_gemma":0.00084817404,"threshold_uncertainty_score":0.015913785},"labels":[],"label_agreement":null},{"id":"W4376629341","doi":"10.1016/j.engstruct.2023.116254","title":"Dynamic bridge weigh-in-motion using estimated modal parameters from ambient vibration tests","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of New Brunswick","funders":"","keywords":"Bridge (graph theory); Modal; Structural engineering; Moving load; Parametric statistics; Vibration; System identification; Structural dynamics; Operational Modal Analysis; Calibration; Finite element method; Modal analysis; Dynamic testing; Engineering; Transverse plane; Structural health monitoring; Position (finance); Weigh in motion; Bending; Computer science; Acoustics; Measure (data warehouse); Mathematics","score_opus":0.024165119754889382,"score_gpt":0.292888884396713,"score_spread":0.2687237646418236,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4376629341","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7443435,0.00009351645,0.25287774,0.000028522974,0.000019416022,0.000021508598,0.0001849665,0.00066309236,0.00176763],"genre_scores_gemma":[0.9808024,0.000032513457,0.0182302,0.0000055933874,0.0000054357884,0.000010403308,0.00015583569,0.000037015565,0.00072073605],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99989223,0.00001659347,0.000004086784,0.000032135486,0.00004126703,0.0000137429115],"domain_scores_gemma":[0.9998056,0.00007516013,0.0000332089,0.00002015021,0.000054502936,0.000011331695],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020570573,0.000497975,0.0002838279,0.00053630833,0.00014078197,0.00029766714,0.00031180738,0.0005053621,0.0011435645],"category_scores_gemma":[0.00074480573,0.00019229735,0.00021127955,0.0002796881,0.00012919067,0.00049737724,0.00024308446,0.00025961082,0.0004802869],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00091121526,0.00052030984,0.025717461,0.00021069948,0.00011267222,0.00023721906,0.00020115188,0.24613641,0.4005364,0.0005603939,0.00081195676,0.3240442],"study_design_scores_gemma":[0.00003194752,0.00023973329,0.047912583,0.00001617506,0.00004903104,0.000087862856,0.000062196574,0.92328346,0.027398108,0.00028008342,0.00061107264,0.000027711549],"about_ca_topic_score_codex":0.0013261588,"about_ca_topic_score_gemma":0.0036855969,"teacher_disagreement_score":0.0013261588,"about_ca_system_score_codex":0.00010375345,"about_ca_system_score_gemma":0.0001460325,"threshold_uncertainty_score":0.0038256645},"labels":[],"label_agreement":null},{"id":"W4376870372","doi":"10.1016/j.engstruct.2023.116178","title":"Plastic design of sustainable steel earthquake resistant structures","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Victoria","funders":"","keywords":"Seismic analysis; Context (archaeology); Reuse; Engineering; Seismic loading; Structural engineering; Civil engineering; Geology","score_opus":0.006771781533383414,"score_gpt":0.19214392470432884,"score_spread":0.1853721431709454,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4376870372","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.37443447,0.00052026735,0.5439468,0.00056083273,0.00006884332,0.00010040287,0.0002876674,0.0001921138,0.079888575],"genre_scores_gemma":[0.96648675,0.00028955648,0.020273745,0.000043754197,0.000013965342,0.000067409506,0.000104185274,0.00007452307,0.012646084],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998505,0.000039208324,0.000004168884,0.000013672792,0.00006885102,0.000023560207],"domain_scores_gemma":[0.99988997,0.00003091712,0.000022091506,0.000009957526,0.00003590781,0.000011164256],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030413363,0.00051483855,0.00031517088,0.00071620545,0.0002571714,0.00061086647,0.0005954834,0.0006911522,0.0029723083],"category_scores_gemma":[0.00056199706,0.0003705114,0.00029220604,0.00044765326,0.00047089267,0.00035184994,0.0005168188,0.00025590733,0.00049923826],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002038912,0.000021732314,0.00038588129,0.000026345426,0.0000095096775,0.000076986784,0.000024545048,0.97450644,0.007232005,0.009742536,0.00023045838,0.0077230968],"study_design_scores_gemma":[0.0000069939106,0.00008752495,0.000697849,0.000010892589,0.0000074068503,0.000058780028,0.000078484394,0.9860801,0.0022859995,0.008854253,0.0018237157,0.000008071313],"about_ca_topic_score_codex":0.00090113626,"about_ca_topic_score_gemma":0.0015198092,"teacher_disagreement_score":0.0029723083,"about_ca_system_score_codex":0.0003504379,"about_ca_system_score_gemma":0.00062145357,"threshold_uncertainty_score":0.009943366},"labels":[],"label_agreement":null},{"id":"W4376881519","doi":"10.1016/j.engstruct.2023.116257","title":"Probabilistic lateral stability and shear failure limit states of bridge natural rubber bearings","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Structural engineering; Limit state design; Parametric statistics; Probabilistic logic; Finite element method; Engineering; Shear (geology); Buckling; Population; Isolator; Fragility; Geology; Mathematics; Physics","score_opus":0.006141064040997328,"score_gpt":0.19156815265109786,"score_spread":0.18542708861010054,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4376881519","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9201196,0.00015340508,0.07420305,0.00021276789,0.000008209863,0.000014367428,0.00018424804,0.00011402207,0.0049903444],"genre_scores_gemma":[0.9983015,0.000036195717,0.0008526816,0.0000054173142,0.0000060410016,0.000013022457,0.00005971656,0.000009411543,0.00071596826],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99959654,0.00012204764,0.000022488934,0.00006841083,0.00012073255,0.000069754184],"domain_scores_gemma":[0.99415624,0.003909121,0.00094484503,0.00026572336,0.00053123716,0.00019273798],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002140839,0.00041472947,0.0004874583,0.0017185328,0.0004910586,0.0009448778,0.0008463463,0.00076839764,0.003085688],"category_scores_gemma":[0.008268403,0.00052200834,0.0004905975,0.0005134705,0.0023150612,0.0017086229,0.001020214,0.00048136147,0.00027304192],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004283862,0.00011162458,0.007548803,0.000107223874,0.000053118412,0.00026685288,0.00042247854,0.8040332,0.007041118,0.16992775,0.0009597373,0.009099726],"study_design_scores_gemma":[0.000007468433,0.000033354405,0.0021627804,0.000010628276,0.0000091782995,0.000038779788,0.00004653392,0.965119,0.00083564746,0.031638872,0.000080665384,0.000017127315],"about_ca_topic_score_codex":0.001642259,"about_ca_topic_score_gemma":0.0020949924,"teacher_disagreement_score":0.003085688,"about_ca_system_score_codex":0.0007379287,"about_ca_system_score_gemma":0.0003393521,"threshold_uncertainty_score":0.011321962},"labels":[],"label_agreement":null},{"id":"W4378188235","doi":"10.1016/j.engstruct.2023.116352","title":"Vertical floor spectra in low- and mid-rise elastic RC moment resisting frame buildings","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Slab; Structural engineering; Acceleration; Building code; Moment (physics); Spectral acceleration; Seismic analysis; Ground floor; Ground motion; Reinforced concrete; Frame (networking); Peak ground acceleration; Geology; Horizontal and vertical; Seismology; Engineering; Geodesy; Physics; Civil engineering; Telecommunications","score_opus":0.0038633796209519592,"score_gpt":0.19541614559156567,"score_spread":0.19155276597061371,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4378188235","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9975673,0.000012328233,0.0006361832,0.000004741625,9.937528e-7,0.0000011245047,0.000067169916,0.000018065975,0.0016921121],"genre_scores_gemma":[0.99959534,0.000004184492,0.000092562295,7.340304e-7,5.221208e-7,5.221995e-7,0.00004662619,0.0000032474563,0.00025627046],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99989426,0.000015370812,0.0000027682386,0.000011605408,0.0000328298,0.000043257096],"domain_scores_gemma":[0.9996331,0.00015493103,0.000036155307,0.000019329724,0.00010420343,0.000052336745],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012273964,0.00022825495,0.00018262309,0.00081340264,0.00023344658,0.00032945408,0.00021812327,0.00026972516,0.0026716057],"category_scores_gemma":[0.00046471643,0.00014961211,0.00011355715,0.00041766977,0.000296275,0.00018013945,0.00018085436,0.00014014404,0.00042224437],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0028479008,0.00055396254,0.20364122,0.0001589242,0.00006613054,0.0012347138,0.0013109411,0.2759637,0.44604635,0.007975117,0.0015938524,0.05860716],"study_design_scores_gemma":[0.000023914976,0.0003074807,0.7029728,0.000012727607,0.000023399049,0.00023838277,0.00084645906,0.2731302,0.021246165,0.0006587061,0.00050241756,0.000037272555],"about_ca_topic_score_codex":0.004929682,"about_ca_topic_score_gemma":0.005947795,"teacher_disagreement_score":0.004929682,"about_ca_system_score_codex":0.0002349077,"about_ca_system_score_gemma":0.00011633115,"threshold_uncertainty_score":0.009801984},"labels":[],"label_agreement":null},{"id":"W4378602537","doi":"10.1016/j.engstruct.2023.116364","title":"Physical and numerical modeling of seismic soil-structure interaction of prefabricated subway station structure","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":31,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"China Scholarship Council; National Natural Science Foundation of China","keywords":"Structural engineering; Bearing capacity; Span (engineering); Displacement (psychology); Subway station; Engineering; Finite element method; Geotechnical engineering; Joint (building); Vertical displacement; Seismic analysis","score_opus":0.005892464544367174,"score_gpt":0.21239271543591193,"score_spread":0.20650025089154475,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4378602537","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9464165,0.00012395522,0.04043277,0.00013185883,0.000025251478,0.000026250622,0.00014043182,0.00015547959,0.012547489],"genre_scores_gemma":[0.99602294,0.00004258675,0.0016469419,0.000006743358,0.0000045979386,0.000009681049,0.000043691063,0.000011947856,0.0022107635],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99985445,0.000035072455,0.0000070143637,0.000025235855,0.000042610594,0.000035603232],"domain_scores_gemma":[0.99974126,0.00010727046,0.000045729856,0.000027308939,0.00005047517,0.000027896338],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018358456,0.0003956212,0.00043747682,0.00041410112,0.00049800705,0.0006625013,0.00092830975,0.001138244,0.0023425485],"category_scores_gemma":[0.0007374121,0.0004219484,0.0004453171,0.00055861997,0.00060997164,0.0005873627,0.0005165275,0.00043169424,0.00022846747],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000150302085,0.00003271517,0.0015601462,0.000007675735,0.000005732496,0.000080033285,0.000038918533,0.99309397,0.0026247408,0.00069581653,0.00007576661,0.0017694333],"study_design_scores_gemma":[0.0000027677331,0.000012071197,0.0012094458,0.0000010128133,0.0000019496476,0.000009378267,0.000016572005,0.998355,0.00019786059,0.00011174626,0.00007929612,0.0000029466862],"about_ca_topic_score_codex":0.021922449,"about_ca_topic_score_gemma":0.016512891,"teacher_disagreement_score":0.021922449,"about_ca_system_score_codex":0.0007663311,"about_ca_system_score_gemma":0.00072210416,"threshold_uncertainty_score":0.04358965},"labels":[],"label_agreement":null},{"id":"W4379046690","doi":"10.1016/j.engstruct.2023.116341","title":"Design equations for thermal bowing and composite degree of concrete sandwich panels","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Bowing; Structural engineering; Serviceability (structure); Parametric statistics; Sandwich-structured composite; Composite number; Cracking; Thermal; Deflection (physics); Materials science; Truss; Finite element method; Cable gland; Composite material; Engineering; Mathematics; Mechanical engineering","score_opus":0.025666168340137487,"score_gpt":0.22452595382686916,"score_spread":0.19885978548673167,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4379046690","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.007809228,0.00022458723,0.96040636,0.00021742284,0.00010386111,0.00008894842,0.00022726493,0.00010793565,0.03081442],"genre_scores_gemma":[0.43161607,0.0011800393,0.43213433,0.0004578691,0.00014867101,0.0011246549,0.00059774966,0.00060923496,0.13213137],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999716,0.00008800789,0.000012306575,0.000036939036,0.000120348166,0.000026400452],"domain_scores_gemma":[0.9994543,0.00023502712,0.000035719244,0.000031129814,0.00022762455,0.000016264108],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00088863436,0.00063452625,0.0006010139,0.0006549188,0.0005022948,0.000826603,0.0010911968,0.0012779635,0.014521187],"category_scores_gemma":[0.0022593194,0.0007960352,0.0007696838,0.0004996581,0.00055123575,0.0009529636,0.0007920163,0.001302516,0.0019237733],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015017672,0.000029889943,0.0005240823,0.00009576063,0.000011683266,0.000059496335,0.00017189422,0.8071872,0.0038960457,0.16123147,0.0032980435,0.023479491],"study_design_scores_gemma":[0.000010852753,0.000011692309,0.00025684814,0.000023860977,0.000010786006,0.00002705926,0.00004602031,0.97323054,0.0011466948,0.01800355,0.0072198226,0.000012170977],"about_ca_topic_score_codex":0.006961089,"about_ca_topic_score_gemma":0.014887477,"teacher_disagreement_score":0.014521187,"about_ca_system_score_codex":0.0012256795,"about_ca_system_score_gemma":0.0011144244,"threshold_uncertainty_score":0.048578203},"labels":[],"label_agreement":null},{"id":"W4379191915","doi":"10.1016/j.engstruct.2023.116372","title":"Effects of wave load models on the uplift fragility assessment of pile-supported wharves and piers exposed to storm surge and waves","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Ocean Waves and Remote Sensing","field":"Earth and Planetary Sciences","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"McMaster University","keywords":"Fragility; Latin hypercube sampling; Breakwater; Pile; Deck; Storm surge; Structural engineering; Risk assessment; Engineering; Geotechnical engineering; Storm; Monte Carlo method; Environmental science; Geology; Computer science; Statistics; Mathematics","score_opus":0.011299843176500615,"score_gpt":0.20076680205857161,"score_spread":0.189466958882071,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4379191915","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9970688,0.000019987448,0.0017051555,0.000028242515,0.0000065164095,0.000009985783,0.00014555933,0.00004384795,0.0009717708],"genre_scores_gemma":[0.9993667,0.000015406336,0.0002520997,0.0000034590366,0.0000010506994,0.0000041565163,0.00006922277,0.000006245683,0.00028161623],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999866,0.000028254897,0.000008258165,0.000017241855,0.000036098987,0.000044152406],"domain_scores_gemma":[0.9993332,0.0003950754,0.000058204976,0.00004949053,0.00011891106,0.000045045097],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037296733,0.00044434267,0.00029508144,0.0007146039,0.00038326165,0.00063748617,0.0005104773,0.00074877864,0.0022417745],"category_scores_gemma":[0.0015380306,0.00022312602,0.00064488756,0.0003867056,0.0003496687,0.00061225635,0.0004765974,0.00034626236,0.00030833922],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006379543,0.00019003167,0.02147986,0.000052069918,0.000044645436,0.00034878086,0.000115859555,0.9504536,0.0142615475,0.00030085517,0.0002470853,0.011867782],"study_design_scores_gemma":[0.000017436123,0.00024400838,0.019976621,0.000008868903,0.000037954585,0.000037819344,0.00021773725,0.97265744,0.0065154624,0.00015392115,0.00011281418,0.000019961426],"about_ca_topic_score_codex":0.010778302,"about_ca_topic_score_gemma":0.011139428,"teacher_disagreement_score":0.010778302,"about_ca_system_score_codex":0.00041954088,"about_ca_system_score_gemma":0.00033754602,"threshold_uncertainty_score":0.021431148},"labels":[],"label_agreement":null},{"id":"W4379532001","doi":"10.1016/j.engstruct.2023.116385","title":"Determination of NSC-UHPC interface properties for numerical modeling of UHPC-strengthened concrete beams and slabs","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Stiffness; Materials science; Structural engineering; Parametric statistics; Ultimate tensile strength; Deflection (physics); Shear (geology); Cohesion (chemistry); Finite element method; Composite material; Engineering; Chemistry","score_opus":0.016515564490204748,"score_gpt":0.2339794045615492,"score_spread":0.21746384007134445,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4379532001","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7568257,0.00015202805,0.22516786,0.00008070746,0.000018973778,0.00007979641,0.00031350134,0.0005918686,0.01676965],"genre_scores_gemma":[0.9870018,0.000046884557,0.011971919,0.0000067788574,0.000003635187,0.00004308454,0.000092843555,0.000051900337,0.0007812637],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998503,0.000031092914,0.0000065198346,0.00001755574,0.00007005126,0.000024449486],"domain_scores_gemma":[0.9995726,0.00015775154,0.00004674079,0.000047809128,0.00015682439,0.00001834004],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028393886,0.00041473063,0.0003368364,0.00039221413,0.00032167963,0.00046771686,0.00069070206,0.00075590395,0.0012449239],"category_scores_gemma":[0.0013590577,0.0003115162,0.0003200959,0.0002780991,0.0004036029,0.0004923273,0.0003338162,0.00040557337,0.0003088267],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000036723362,0.000064056396,0.003042399,0.000045313842,0.000010311523,0.00011169172,0.000059373026,0.9567178,0.030457836,0.002487326,0.00019698532,0.0067701805],"study_design_scores_gemma":[0.0000023180412,0.0000069483262,0.0005008466,0.0000024016895,0.0000016642714,0.000007658555,0.0000085353795,0.9965258,0.0027676108,0.0000846339,0.00008996379,0.0000016384301],"about_ca_topic_score_codex":0.008944821,"about_ca_topic_score_gemma":0.0060767815,"teacher_disagreement_score":0.008944821,"about_ca_system_score_codex":0.00044901637,"about_ca_system_score_gemma":0.0009833538,"threshold_uncertainty_score":0.01778549},"labels":[],"label_agreement":null},{"id":"W4379618138","doi":"10.1016/j.engstruct.2023.116370","title":"Parametric analysis of the effective flange width of mass timber composite floor panels","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Flange; Structural engineering; Stiffness; Beam (structure); Parametric statistics; Shear (geology); Materials science; Slab; Finite element method; Composite number; Composite material; Engineering; Mathematics","score_opus":0.005759132953250042,"score_gpt":0.1897164753570527,"score_spread":0.18395734240380265,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4379618138","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9435547,0.00006378165,0.052437212,0.0000133837375,0.0000034578527,0.0000064504416,0.00003418143,0.0000545051,0.0038322734],"genre_scores_gemma":[0.998659,0.0000073563165,0.0011035702,8.051308e-7,7.129922e-7,0.000002263839,0.0000068064855,0.0000046029604,0.00021483285],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99984396,0.000038533366,0.0000036700012,0.000021181262,0.00006394894,0.000028655948],"domain_scores_gemma":[0.99940217,0.00041949583,0.00005498407,0.000060752445,0.00004982603,0.000012689743],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029361347,0.00025741622,0.00020775152,0.00028157706,0.00015872851,0.00034278116,0.00044829445,0.00035621884,0.0015784882],"category_scores_gemma":[0.0009346526,0.00017190019,0.0002874246,0.00024287573,0.0003635878,0.0003034223,0.00019038953,0.00022580245,0.00009619859],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00036572895,0.00012907782,0.0031351463,0.00008551642,0.000028697868,0.00016934174,0.00014400246,0.7943144,0.15602607,0.0038635952,0.00016547575,0.041573033],"study_design_scores_gemma":[0.0000056303957,0.00017263544,0.0067003304,0.000004349539,0.000013556754,0.00006831892,0.000045732104,0.9592195,0.03294462,0.00046095866,0.00034929233,0.000015061529],"about_ca_topic_score_codex":0.00045101624,"about_ca_topic_score_gemma":0.00070634566,"teacher_disagreement_score":0.0015784882,"about_ca_system_score_codex":0.00015908944,"about_ca_system_score_gemma":0.00013509514,"threshold_uncertainty_score":0.0052805543},"labels":[],"label_agreement":null},{"id":"W4380193696","doi":"10.1016/j.engstruct.2023.116395","title":"Reinforced cross-laminated timber-concrete composite floor systems","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Northern British Columbia","funders":"Natural Resources Canada; University of Northern British Columbia","keywords":"Cross laminated timber; Structural engineering; Stiffness; Shear (geology); Composite number; Reinforcement; Span (engineering); Bending; Topping; Materials science; Engineering; Composite material; Geotechnical engineering","score_opus":0.006697102999069227,"score_gpt":0.20099666290687887,"score_spread":0.19429955990780964,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4380193696","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95390964,0.00007508529,0.033921186,0.000012125377,0.00002261321,0.0000348515,0.00021955813,0.00054779503,0.011257082],"genre_scores_gemma":[0.98475224,0.000037131187,0.008710092,0.0000072515386,0.0000030135823,0.000012483734,0.00014847788,0.000024761137,0.0063045714],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998472,0.00001724472,0.000008451506,0.00001997904,0.0000691378,0.00003803382],"domain_scores_gemma":[0.999767,0.000021496076,0.000033439836,0.00004274088,0.000091227696,0.000044144246],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012850779,0.00020134369,0.00016434523,0.00031976617,0.00033211883,0.0002582991,0.00040949468,0.00016032752,0.005081763],"category_scores_gemma":[0.0002283699,0.00011116759,0.00013448349,0.00022164642,0.00018265775,0.00016045614,0.0003694498,0.0001888531,0.0010423944],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006305098,0.00042827523,0.008909546,0.00018501861,0.00005366539,0.00036922237,0.00020154937,0.09524991,0.79240125,0.004158606,0.001364368,0.09604803],"study_design_scores_gemma":[0.00010100484,0.003059327,0.0773613,0.000061268496,0.00013781665,0.00079780567,0.00045771088,0.16041355,0.7381116,0.0015108956,0.017922645,0.00006507279],"about_ca_topic_score_codex":0.0015185869,"about_ca_topic_score_gemma":0.00868592,"teacher_disagreement_score":0.005081763,"about_ca_system_score_codex":0.0001855563,"about_ca_system_score_gemma":0.00044830062,"threshold_uncertainty_score":0.017000198},"labels":[],"label_agreement":null},{"id":"W4380193709","doi":"10.1016/j.engstruct.2023.116397","title":"Modelling the behaviour of heavy and mass timber members subjected to blast loads","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Response to Dynamic Loads","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa; Carleton University; Canadian Wood Council","funders":"","keywords":"Structural engineering; Subroutine; Finite element method; Brittleness; Failure mode and effects analysis; Cross laminated timber; Constitutive equation; Shock tube; Test data; Engineering; Materials science; Computer science; Composite material; Shock wave","score_opus":0.00685019486731222,"score_gpt":0.20608647806557065,"score_spread":0.19923628319825842,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4380193709","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9589463,0.000076590164,0.03231568,0.0000776733,0.000027736636,0.000034204375,0.00005188868,0.000075488366,0.008394431],"genre_scores_gemma":[0.9926515,0.000048647504,0.0024788198,0.0000126208915,0.0000057052084,0.00001724637,0.000028105973,0.000022615792,0.0047348007],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99984884,0.000036200585,0.0000056775243,0.000016743155,0.000047130605,0.000045437933],"domain_scores_gemma":[0.9995358,0.00026713472,0.000060144965,0.000028349843,0.000052701165,0.00005586359],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044366124,0.00058371143,0.0005357979,0.00041440834,0.0005668279,0.0008036228,0.0010291821,0.002303161,0.0031574187],"category_scores_gemma":[0.0013091817,0.00048675598,0.00044817632,0.00032459674,0.0011268884,0.0005890353,0.0005292554,0.0005589994,0.0004667871],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000049774695,0.000041018862,0.001008948,0.000013914223,0.000006355522,0.0001424887,0.00008391526,0.99230605,0.004185797,0.00047815323,0.00006268465,0.0016210059],"study_design_scores_gemma":[0.0000035717267,0.000029069144,0.0006456598,0.0000025862241,0.000002547678,0.000015572256,0.000046407422,0.9984211,0.00054116995,0.00022595815,0.000062929386,0.0000033956521],"about_ca_topic_score_codex":0.009649156,"about_ca_topic_score_gemma":0.0065604504,"teacher_disagreement_score":0.009649156,"about_ca_system_score_codex":0.00047484046,"about_ca_system_score_gemma":0.00062963105,"threshold_uncertainty_score":0.01918596},"labels":[],"label_agreement":null},{"id":"W4380345074","doi":"10.1016/j.engstruct.2023.116394","title":"Shear-bond behavior of nanocellulose-modified SHCC composite slabs: Translating material-level capacity into improved structural performance","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke; McMaster University","funders":"","keywords":"Materials science; Composite material; Flexural strength; Composite number; Structural engineering; Shear (geology); Ultimate tensile strength; Deck; Strain hardening exponent; Engineering","score_opus":0.019137585243591222,"score_gpt":0.22946468711352702,"score_spread":0.2103271018699358,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4380345074","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986896,0.00009654976,0.0006485504,0.000009237111,0.000005721587,0.0000020538475,0.000076753044,0.000022439108,0.00044916323],"genre_scores_gemma":[0.9986528,0.000046979017,0.0004886818,0.000005690685,0.0000011812302,0.0000032079538,0.00006965724,0.000007133071,0.0007246807],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999355,0.0000038101134,0.000002767719,0.000016332307,0.000021908425,0.000019706988],"domain_scores_gemma":[0.9998864,0.000015171419,0.000030468265,0.000008029573,0.000032508393,0.000027278958],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011858595,0.00024323817,0.00011754759,0.00017218562,0.000120284814,0.00014553817,0.00017993362,0.00020780363,0.002159137],"category_scores_gemma":[0.0001594968,0.00011296239,0.00011165819,0.00015508823,0.00016567094,0.00016225097,0.00009611432,0.00034881404,0.00028017492],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006173181,0.000012944997,0.0001710521,0.000012021236,0.0000025305599,0.000011428453,0.000015741934,0.0005904985,0.9983741,0.000062374835,0.000035104655,0.0006505009],"study_design_scores_gemma":[0.0000024450785,0.000094657065,0.001690809,0.0000022132692,0.00000511162,0.0000076100687,0.00001874325,0.0032497093,0.9946464,0.000013608386,0.00026483025,0.000003937967],"about_ca_topic_score_codex":0.001729527,"about_ca_topic_score_gemma":0.003531957,"teacher_disagreement_score":0.002159137,"about_ca_system_score_codex":0.00019738762,"about_ca_system_score_gemma":0.00017638384,"threshold_uncertainty_score":0.0072230697},"labels":[],"label_agreement":null},{"id":"W4380727844","doi":"10.1016/j.engstruct.2023.116398","title":"Effects of stainless steel reinforcement and fibers on the flexural behaviour of high-strength concrete beams subjected to static and blast loading","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Response to Dynamic Loads","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Flexural strength; Reinforcement; Materials science; Structural engineering; Composite material; Shear (geology); Finite element method; Shear strength (soil); Engineering","score_opus":0.003380253891475189,"score_gpt":0.1945702260929069,"score_spread":0.1911899722014317,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4380727844","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993319,0.00007830712,0.00017279142,0.000008026987,0.000004320933,0.000002692199,0.000023639948,0.0000080711725,0.00037029196],"genre_scores_gemma":[0.9990532,0.000055721714,0.00012183841,0.00000973474,0.0000021021635,0.0000023136374,0.000027174627,0.0000043350265,0.0007236512],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99979836,0.000041508967,0.000012864938,0.000023630895,0.00006234278,0.000061338906],"domain_scores_gemma":[0.9991167,0.00044819718,0.00011640488,0.00003923814,0.00014258089,0.00013689163],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037915134,0.000285405,0.00024920257,0.00031589315,0.00032240484,0.00023318254,0.0002851594,0.0004394383,0.0028131024],"category_scores_gemma":[0.0010885482,0.00029039223,0.00022485865,0.00022047009,0.00068139314,0.00025758415,0.000193709,0.0002797225,0.00026186105],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0036652256,0.00015486711,0.0025273154,0.00008244335,0.000025272417,0.00031527635,0.00016159091,0.007436561,0.98073536,0.000091811045,0.00007115532,0.004733118],"study_design_scores_gemma":[0.00006439494,0.0032883915,0.06410196,0.000030864398,0.00007950357,0.00020287759,0.00045201048,0.017119898,0.9138553,0.00009194113,0.00068149116,0.000031341027],"about_ca_topic_score_codex":0.004003591,"about_ca_topic_score_gemma":0.00712038,"teacher_disagreement_score":0.004003591,"about_ca_system_score_codex":0.000309874,"about_ca_system_score_gemma":0.0002704887,"threshold_uncertainty_score":0.009410739},"labels":[],"label_agreement":null},{"id":"W4380727962","doi":"10.1016/j.engstruct.2023.116154","title":"Seismic fragility analysis of bridge-isolator-foundation-soil systems in subfreezing temperatures","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"Ontario Ministry of Transportation; Natural Sciences and Engineering Research Council of Canada; Ministère des Transports","keywords":"Fragility; Bridge (graph theory); Structural engineering; Geotechnical engineering; Isolator; Foundation (evidence); Pile; Base isolation; Incremental Dynamic Analysis; Context (archaeology); Ductility (Earth science); Seismic loading; Seismic analysis; Engineering; Geology; Materials science; Composite material","score_opus":0.006939353896399942,"score_gpt":0.2161091330498671,"score_spread":0.20916977915346716,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4380727962","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99111736,0.000024160292,0.0069956616,0.000027877044,0.000001990071,0.0000057782054,0.00007451154,0.000028621205,0.0017240372],"genre_scores_gemma":[0.99949014,0.000008152354,0.0001985904,0.0000012843683,6.8633426e-7,0.0000021007256,0.000022379656,0.0000037255911,0.00027286657],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999237,0.00001333319,0.000002742913,0.0000102492295,0.000016460901,0.000033544256],"domain_scores_gemma":[0.9996264,0.00017700042,0.00006782755,0.000023476054,0.00006296692,0.000042369767],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020957775,0.00030626907,0.0002999779,0.0007086553,0.00036775554,0.00036985116,0.00042743378,0.0004289947,0.0018176585],"category_scores_gemma":[0.0007142155,0.00019110194,0.0003316392,0.00032268313,0.00062591163,0.0004249016,0.00041733228,0.0003243069,0.00020667713],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023682974,0.000059527432,0.014701167,0.00003415841,0.000035135727,0.00030850884,0.00011968366,0.9545274,0.020911073,0.0032814378,0.00020237331,0.0055828113],"study_design_scores_gemma":[0.000003036714,0.00005497093,0.008322208,0.0000029493929,0.000008469656,0.000025272415,0.00007028898,0.98890907,0.002058798,0.00049513916,0.00004397951,0.0000058293595],"about_ca_topic_score_codex":0.00585818,"about_ca_topic_score_gemma":0.0057188394,"teacher_disagreement_score":0.00585818,"about_ca_system_score_codex":0.0004864747,"about_ca_system_score_gemma":0.0003347426,"threshold_uncertainty_score":0.011648178},"labels":[],"label_agreement":null},{"id":"W4380767298","doi":"10.1016/j.engstruct.2023.116179","title":"Effects of steel shim geometric characteristics and imperfections on the behavior of unbonded elastomeric bridge bearings subjected to large lateral displacements","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"Ministère des Transports","keywords":"Structural engineering; Bearing (navigation); Stiffness; Materials science; Elastomer; Context (archaeology); Finite element method; Ductility (Earth science); Tearing; Engineering; Composite material; Creep; Geology; Computer science","score_opus":0.004638183873959688,"score_gpt":0.20972938610164268,"score_spread":0.20509120222768298,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4380767298","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988919,0.000023338709,0.0006077475,0.000016089502,0.0000038956687,0.000001977613,0.000017621365,0.000017929904,0.00041948364],"genre_scores_gemma":[0.99974984,0.000010348168,0.0000724325,0.0000026165662,0.0000010695481,8.673385e-7,0.00001251238,0.0000033649196,0.00014695943],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998534,0.000032032625,0.000007830932,0.000017415237,0.000048934555,0.000040307204],"domain_scores_gemma":[0.9988722,0.00068494555,0.00014859764,0.00007036989,0.00012921101,0.000094677875],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004098143,0.00027954363,0.00027446015,0.0003797238,0.0003304642,0.00026023036,0.00025241068,0.00045025334,0.0018798977],"category_scores_gemma":[0.0017562389,0.00023693845,0.00017023642,0.0002215564,0.00072255026,0.0003281776,0.00028115965,0.00024008346,0.0002166279],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0041412185,0.00049801014,0.019111482,0.00016265608,0.00006237877,0.0013747863,0.00083434174,0.29574427,0.66061604,0.0006799575,0.0005737306,0.016201092],"study_design_scores_gemma":[0.000080450634,0.003969055,0.1465176,0.000046810936,0.00012807855,0.00038766296,0.0012468181,0.65423626,0.19242825,0.0003201657,0.0005623887,0.00007650254],"about_ca_topic_score_codex":0.001634651,"about_ca_topic_score_gemma":0.0030051072,"teacher_disagreement_score":0.0018798977,"about_ca_system_score_codex":0.00026362133,"about_ca_system_score_gemma":0.00023774157,"threshold_uncertainty_score":0.006288886},"labels":[],"label_agreement":null},{"id":"W4381162712","doi":"10.1016/j.engstruct.2023.116480","title":"Vibration-based numerical identification of effective orthotropic elastic properties for finite element model of cross-laminated timber panel","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Orthotropic material; Finite element method; Vibration; Structural engineering; Moduli; Shell (structure); Material properties; Elastic modulus; Materials science; Cross laminated timber; Homogeneous; Mathematics; Composite material; Engineering; Acoustics; Physics","score_opus":0.017955486851489677,"score_gpt":0.22940128958094563,"score_spread":0.21144580272945596,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4381162712","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.19514471,0.00014278445,0.7981667,0.00009505184,0.000026199275,0.000037140286,0.000070914204,0.00039319927,0.0059233923],"genre_scores_gemma":[0.9770847,0.000041133557,0.021304855,0.000016089247,0.0000044753797,0.000038614835,0.000052781736,0.00002658709,0.0014307869],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99993026,0.000023245178,0.0000034454563,0.000012100232,0.00002313555,0.000007838588],"domain_scores_gemma":[0.99976546,0.00012283737,0.000030400526,0.00002373781,0.000046573194,0.000010946788],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000243183,0.00028812507,0.0002841761,0.00028627814,0.00024356888,0.00029307566,0.0005210606,0.00083872315,0.0018048098],"category_scores_gemma":[0.0006765021,0.00024931238,0.00031709255,0.00017855251,0.00038304942,0.00043677798,0.00030242826,0.00034460804,0.0002585861],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000036352012,0.000038619975,0.0005809367,0.000039097507,0.000009536169,0.000046219506,0.00004724487,0.97882926,0.009499405,0.0015058706,0.00015829463,0.009209159],"study_design_scores_gemma":[8.961309e-7,0.0000046402533,0.0000961015,0.0000011520427,6.116569e-7,0.00000339429,0.0000032732748,0.99947876,0.0002576845,0.00012339583,0.00002908554,9.479872e-7],"about_ca_topic_score_codex":0.0021558416,"about_ca_topic_score_gemma":0.0021024544,"teacher_disagreement_score":0.0021558416,"about_ca_system_score_codex":0.00021918444,"about_ca_system_score_gemma":0.00026059855,"threshold_uncertainty_score":0.0060376525},"labels":[],"label_agreement":null},{"id":"W4381236066","doi":"10.1016/j.engstruct.2023.116443","title":"Experimental investigation of the hysteretic behaviour of single-story single- and coupled-panel CLT shear walls with nailed connections","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Northern British Columbia","funders":"Natural Resources Canada; University of Northern British Columbia","keywords":"Structural engineering; Shear (geology); Shear wall; Cable gland; Stiffness; Materials science; Dissipation; Composite material; Geotechnical engineering; Geology; Engineering","score_opus":0.019220597730862404,"score_gpt":0.18608561288119546,"score_spread":0.16686501515033306,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4381236066","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9971419,0.0000468672,0.001169502,0.000016199807,0.000009700867,0.000011891183,0.00012870517,0.00004043891,0.0014347199],"genre_scores_gemma":[0.998934,0.000022570424,0.00027718852,0.0000035074952,0.0000028732125,0.000007031578,0.000040484083,0.0000065918,0.0007057769],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982893,0.000020376663,0.000006323223,0.000034491626,0.00006808616,0.000041760308],"domain_scores_gemma":[0.99943763,0.00020754358,0.00006857755,0.00009364951,0.00015301698,0.000039589464],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001850314,0.00024709405,0.00021513601,0.00021756226,0.00033431395,0.00020119552,0.0003725038,0.0004095282,0.0034415252],"category_scores_gemma":[0.0006356609,0.00018669816,0.00016110002,0.00019917173,0.00046793625,0.00027126865,0.00022378456,0.00027200443,0.00031197214],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004035313,0.00010935704,0.0012041412,0.000063913925,0.0000058154264,0.00012279957,0.00018258992,0.0016372893,0.99315625,0.00018365418,0.00013955905,0.0027911495],"study_design_scores_gemma":[0.000060258262,0.0015639333,0.03249706,0.000020764037,0.000024979227,0.00016296846,0.00029344927,0.022782868,0.9410518,0.00010931338,0.0014054623,0.000027118056],"about_ca_topic_score_codex":0.00058277836,"about_ca_topic_score_gemma":0.0009126381,"teacher_disagreement_score":0.0034415252,"about_ca_system_score_codex":0.00022144026,"about_ca_system_score_gemma":0.00012486584,"threshold_uncertainty_score":0.011512995},"labels":[],"label_agreement":null},{"id":"W4382601797","doi":"10.1016/j.engstruct.2023.116445","title":"Prediction of the required support length at expansion bearings in the context of assessing the seismic vulnerability of existing bridges","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure","funders":"","keywords":"Deck; Structural engineering; Bridge (graph theory); Context (archaeology); Parametric statistics; Nonlinear system; Span (engineering); Vulnerability (computing); Engineering; Seismic analysis; Geology; Computer science; Mathematics","score_opus":0.028095159416080172,"score_gpt":0.26004411156054724,"score_spread":0.23194895214446706,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4382601797","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98445255,0.000021326976,0.014780362,0.000046463847,0.0000031186125,0.000006448716,0.000095098534,0.000037739228,0.0005568002],"genre_scores_gemma":[0.99877125,0.000008422949,0.001000666,0.0000012043009,0.0000013645139,0.0000025060847,0.00004943389,0.0000020755617,0.00016311044],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99984944,0.00003677903,0.000007599965,0.000030059078,0.000037951333,0.00003820725],"domain_scores_gemma":[0.9987399,0.00083440746,0.00014985225,0.000039364993,0.00013443742,0.00010208633],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006084835,0.00053100026,0.00033991743,0.0006699373,0.00022046546,0.0005072641,0.00045691093,0.0008095804,0.00088471593],"category_scores_gemma":[0.0023088579,0.00024367133,0.00024070255,0.0002843886,0.0003006241,0.00061131176,0.00043027953,0.00042333052,0.00018430823],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011163599,0.000049924987,0.024575695,0.000014387504,0.00001225667,0.00014574136,0.000030321899,0.96304566,0.0053572142,0.0004888335,0.000112433154,0.0060559795],"study_design_scores_gemma":[0.0000019870936,0.000041595536,0.0072349967,0.0000017749144,0.000003663367,0.000015038364,0.000022930635,0.9915937,0.0008438574,0.00021388699,0.000023045555,0.0000034572042],"about_ca_topic_score_codex":0.0054946765,"about_ca_topic_score_gemma":0.005468447,"teacher_disagreement_score":0.0054946765,"about_ca_system_score_codex":0.0004387121,"about_ca_system_score_gemma":0.00058846857,"threshold_uncertainty_score":0.010925412},"labels":[],"label_agreement":null},{"id":"W4384295961","doi":"10.1016/j.engstruct.2023.116539","title":"Machine learning driven post-impact damage state prediction for performance-based crashworthiness design of bridge piers","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Infrastructure Maintenance and Monitoring","field":"Engineering","cited_by":55,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"China Scholarship Council; National Natural Science Foundation of China","keywords":"Random forest; Support vector machine; Crashworthiness; Computer science; Machine learning; Pier; Artificial intelligence; Artificial neural network; Bridge (graph theory); Collision; Structural engineering; Engineering; Finite element method","score_opus":0.008389751830577809,"score_gpt":0.213941267532995,"score_spread":0.2055515157024172,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4384295961","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5869887,0.00028125275,0.40937546,0.00015747627,0.00003718927,0.00006757704,0.00028295277,0.0011567522,0.0016527044],"genre_scores_gemma":[0.9937429,0.000024178364,0.0054715695,0.000009247798,0.000005737883,0.000019996225,0.00018755888,0.000008867011,0.0005300598],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99983764,0.000024940382,0.000008902934,0.00004628219,0.00004138135,0.000040858227],"domain_scores_gemma":[0.9994252,0.0002660816,0.00007135937,0.00003706028,0.00016224898,0.000038104994],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038871664,0.00069262984,0.0007269921,0.0006773059,0.00024006606,0.00040304908,0.000721451,0.0005361844,0.0014189787],"category_scores_gemma":[0.0011315063,0.0003361545,0.00041982156,0.00032103565,0.00022055862,0.00039684505,0.0004494675,0.0006207408,0.00030224407],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000813174,0.0001176268,0.0025283908,0.000021281076,0.000016271795,0.000032822914,0.000012726332,0.96043223,0.002556034,0.00017295906,0.00031534812,0.03371304],"study_design_scores_gemma":[8.699088e-7,0.000014378534,0.0003813353,5.843562e-7,0.0000011129911,0.0000014275738,0.0000014636705,0.999315,0.00021322313,0.00005666892,0.000013012364,9.3839606e-7],"about_ca_topic_score_codex":0.0064473934,"about_ca_topic_score_gemma":0.007063544,"teacher_disagreement_score":0.0064473934,"about_ca_system_score_codex":0.0005012084,"about_ca_system_score_gemma":0.00055469474,"threshold_uncertainty_score":0.012819767},"labels":[],"label_agreement":null},{"id":"W4384993197","doi":"10.1016/j.engstruct.2023.116623","title":"Multi-state functionality restoration of highway bridges using stochastic process","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Infrastructure Resilience and Vulnerability Analysis","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary; Lakehead University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Bridge (graph theory); Resilience (materials science); Benchmark (surveying); Process (computing); Hazard; Reliability engineering; Engineering; State highway; Computer science; Civil engineering; Geography","score_opus":0.017385256780677736,"score_gpt":0.2623859039047243,"score_spread":0.2450006471240466,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4384993197","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.51233286,0.00022894645,0.48386037,0.00044068677,0.000054639524,0.000035854562,0.00013131075,0.00024393847,0.0026713102],"genre_scores_gemma":[0.9958384,0.000050109335,0.0029382315,0.000011784434,0.00000838621,0.000012372899,0.00003650103,0.000008951833,0.0010951969],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996737,0.000084890475,0.000012185381,0.00008893553,0.00005020963,0.00009019291],"domain_scores_gemma":[0.9988331,0.0006412408,0.00020555244,0.00007199004,0.00015772627,0.0000903669],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013142632,0.00048110393,0.0010003814,0.0008321254,0.0005689245,0.0009543907,0.0009648252,0.0010611584,0.0016001033],"category_scores_gemma":[0.0024828683,0.00043123256,0.0011190744,0.00064675196,0.001187703,0.0011288583,0.0009596802,0.0007278173,0.00008292718],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000031100455,0.000018273706,0.00054745725,0.0000112976395,0.000018826931,0.000040060528,0.000018427481,0.9893589,0.0003773491,0.0075985505,0.00009188172,0.0018878541],"study_design_scores_gemma":[0.0000011129845,0.000004232577,0.00012321472,7.37135e-7,0.0000032881708,0.000002338124,0.0000038394687,0.9986507,0.00003399925,0.0011623509,0.000012137799,0.000002039638],"about_ca_topic_score_codex":0.016909998,"about_ca_topic_score_gemma":0.011685055,"teacher_disagreement_score":0.016909998,"about_ca_system_score_codex":0.001555793,"about_ca_system_score_gemma":0.0011504282,"threshold_uncertainty_score":0.0336231},"labels":[],"label_agreement":null},{"id":"W4385128028","doi":"10.1016/j.engstruct.2023.116619","title":"Parametric investigation of continuous beams strengthened with near surface mounted FRP bars","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Fibre-reinforced plastic; Structural engineering; Rebar; Materials science; Failure mode and effects analysis; Beam (structure); Parametric statistics; Deflection (physics); Reinforcement; Composite material; Engineering","score_opus":0.006278442716284715,"score_gpt":0.20045400196680152,"score_spread":0.1941755592505168,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385128028","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9938338,0.000048401133,0.0037382438,0.000024694464,0.0000075103567,0.000007910096,0.00003750093,0.00004606372,0.0022558605],"genre_scores_gemma":[0.9990539,0.000014014708,0.0005364031,0.0000017978164,0.000001826309,0.000004178247,0.000008615088,0.000004158799,0.00037520024],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995322,0.00008878042,0.000011305855,0.00007865299,0.000200844,0.00008817852],"domain_scores_gemma":[0.99844605,0.00081735046,0.00022754914,0.00027324967,0.00016282317,0.0000729458],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006059914,0.0004427839,0.00044886186,0.00043415843,0.00030790773,0.00046401506,0.0009864161,0.00083943113,0.0019143041],"category_scores_gemma":[0.001721504,0.0004229965,0.0004510141,0.00032567795,0.0012483061,0.0004594734,0.0006107326,0.00044023892,0.00019824391],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016219872,0.00054782565,0.0062798737,0.00021972718,0.00009672105,0.0012103497,0.000864461,0.32069018,0.64610654,0.0037204388,0.00048633633,0.01815554],"study_design_scores_gemma":[0.00008082459,0.0022758772,0.019001473,0.000031238313,0.00008222504,0.00043514944,0.00031324723,0.84697807,0.12938243,0.0005200171,0.0008336348,0.00006578842],"about_ca_topic_score_codex":0.0006857547,"about_ca_topic_score_gemma":0.0006385761,"teacher_disagreement_score":0.0019143041,"about_ca_system_score_codex":0.0001928561,"about_ca_system_score_gemma":0.00026046368,"threshold_uncertainty_score":0.006403923},"labels":[],"label_agreement":null},{"id":"W4385128476","doi":"10.1016/j.engstruct.2023.116625","title":"Fragility and vulnerability development of offshore wind turbines under aero-hydro loadings","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":28,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Fragility; Turbine; Substructure; Offshore wind power; Vulnerability (computing); Engineering; Vulnerability assessment; Marine engineering; Reliability engineering; Structural engineering; Computer science; Mechanical engineering","score_opus":0.008903746888757103,"score_gpt":0.21571628331741216,"score_spread":0.20681253642865505,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385128476","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985317,0.000012457533,0.0004423992,0.000016259435,7.9478855e-7,0.0000018694062,0.000046904963,0.000003646476,0.0009437741],"genre_scores_gemma":[0.9997907,0.000008583433,0.00003988583,8.569875e-7,3.842149e-7,0.0000014116083,0.000018388357,9.3091853e-7,0.00013886066],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991405,0.0000173725,0.000003998027,0.0000112162725,0.000018856035,0.000034511835],"domain_scores_gemma":[0.99941254,0.00030867525,0.00011302534,0.000028623594,0.00008091141,0.00005627729],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002478555,0.00020750129,0.0001778979,0.0009724286,0.0003748058,0.00030388666,0.00023774769,0.0004834482,0.0016080522],"category_scores_gemma":[0.0010708123,0.00020100761,0.0003048079,0.0004765361,0.00037200394,0.0005230271,0.00037480547,0.00032742383,0.00014871819],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00055881345,0.00019753276,0.28393564,0.000067652065,0.00013173209,0.002739649,0.00066166796,0.6548853,0.028819017,0.0076991846,0.00069185265,0.019611975],"study_design_scores_gemma":[0.0000126791265,0.00045607393,0.47674662,0.000029798153,0.00006869053,0.0007909098,0.0011876365,0.5093095,0.006413027,0.004523084,0.00041216388,0.000049890667],"about_ca_topic_score_codex":0.0027622182,"about_ca_topic_score_gemma":0.0035869514,"teacher_disagreement_score":0.0027622182,"about_ca_system_score_codex":0.0003472839,"about_ca_system_score_gemma":0.00018136032,"threshold_uncertainty_score":0.00549227},"labels":[],"label_agreement":null},{"id":"W4385249039","doi":"10.1016/j.engstruct.2023.116617","title":"NLFEA of one-way slabs in transition between shear and punching: Recommendations for modeling","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Conselho Nacional de Desenvolvimento Científico e Tecnológico; Fundação de Amparo à Pesquisa do Estado de São Paulo","keywords":"Punching; Structural engineering; Slab; Ultimate tensile strength; Parametric statistics; Shear (geology); Finite element method; Materials science; Shear stress; Plasticity; Composite material; Engineering; Mathematics","score_opus":0.029081982241730173,"score_gpt":0.25451022875877105,"score_spread":0.22542824651704088,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385249039","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.04640122,0.0013828244,0.8811014,0.0026246777,0.00044116614,0.0005572004,0.0026296147,0.0041140565,0.06074787],"genre_scores_gemma":[0.44341218,0.0020604415,0.5096016,0.0007316853,0.0002496108,0.0016077433,0.0017247875,0.0014845666,0.039127428],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996189,0.000099815545,0.000035234105,0.00007047927,0.000110808745,0.00006472514],"domain_scores_gemma":[0.9980451,0.00052286085,0.00014159453,0.00030917473,0.00085501454,0.00012629374],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015098677,0.0011133527,0.0016790631,0.0013303523,0.0013894989,0.002036267,0.007226405,0.0038333612,0.021556554],"category_scores_gemma":[0.0040507833,0.0010746871,0.0018167669,0.0010033657,0.00097399554,0.0051221005,0.0008084525,0.0019389032,0.005175974],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006477516,0.00041376968,0.0028041545,0.00021650692,0.00002537367,0.00013465443,0.00011825589,0.9112315,0.003338032,0.034667373,0.0072063785,0.039779145],"study_design_scores_gemma":[0.00001449511,0.000013237566,0.00037972047,0.000074189025,0.00000887412,0.000021160915,0.000047979673,0.98732156,0.00058985205,0.007230138,0.0042781667,0.000020499265],"about_ca_topic_score_codex":0.04827296,"about_ca_topic_score_gemma":0.053507693,"teacher_disagreement_score":0.04827296,"about_ca_system_score_codex":0.0020685145,"about_ca_system_score_gemma":0.002813861,"threshold_uncertainty_score":0.09598398},"labels":[],"label_agreement":null},{"id":"W4385657785","doi":"10.1016/j.engstruct.2023.116726","title":"Behavior of high-strength concrete (HSC) box girders reinforced with GFRP bars, ties, and spirals under torsion","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Stirrup; Fibre-reinforced plastic; Girder; Structural engineering; Reinforcement; Materials science; Composite material; Stiffness; Torsion (gastropod); Cracking; Engineering","score_opus":0.00642999471479016,"score_gpt":0.2001306407020894,"score_spread":0.19370064598729925,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385657785","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99942917,0.000014092144,0.00017340817,0.000005711508,0.0000013337358,0.0000015542252,0.000027030235,0.00001469188,0.00033300035],"genre_scores_gemma":[0.99938333,0.000013343037,0.000105937914,0.0000026455987,6.061542e-7,0.0000013507644,0.000049868682,0.000003911556,0.00043901918],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99989676,0.000016511365,0.0000029921025,0.000018648761,0.000033235694,0.00003181784],"domain_scores_gemma":[0.99954766,0.00013070068,0.000093288094,0.00003202909,0.000093975745,0.000102312224],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019052085,0.00018750632,0.00016803268,0.00052288454,0.00024254505,0.00021012999,0.00025093424,0.00039122137,0.0022924892],"category_scores_gemma":[0.00053902116,0.00017673435,0.00020128915,0.00018995942,0.00057979627,0.0002697874,0.00021964092,0.00027075704,0.00034407325],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013806112,0.00029137213,0.035621747,0.00007801544,0.00004867302,0.0005978032,0.00067034794,0.13333727,0.8175972,0.0015881686,0.00060783833,0.0081809545],"study_design_scores_gemma":[0.000100772464,0.0027673687,0.28636423,0.00004057439,0.00006372402,0.00049267453,0.0009790494,0.4521815,0.25522038,0.00073927967,0.0009758073,0.00007467699],"about_ca_topic_score_codex":0.002616342,"about_ca_topic_score_gemma":0.0024939538,"teacher_disagreement_score":0.002616342,"about_ca_system_score_codex":0.00023006911,"about_ca_system_score_gemma":0.00019807047,"threshold_uncertainty_score":0.007669151},"labels":[],"label_agreement":null},{"id":"W4385833456","doi":"10.1016/j.engstruct.2023.116629","title":"The role of a novel coating of SFRCR-ECC in enhancing the fire performance of CFST columns: Development, characteristic and ISO-834 standard fire test","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Guangdong Provincial Key Laboratory of Modern Civil Engineering Technology, South China University of Technology; Natural Science Foundation of Guangdong Province; National Natural Science Foundation of China","keywords":"Coating; Materials science; Fire performance; Composite material; Fire resistance; Resistive touchscreen; Fire test; Ductility (Earth science); Structural engineering; Deformation (meteorology); Durability; Engineering; Creep","score_opus":0.005009918621693279,"score_gpt":0.19505491611935152,"score_spread":0.19004499749765824,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385833456","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98817015,0.00050743856,0.00820303,0.000037465874,0.000054888955,0.00004460807,0.00007968053,0.000095632684,0.0028071431],"genre_scores_gemma":[0.98705226,0.00016112345,0.011031017,0.00002821454,0.0000072461207,0.000011570371,0.00008219216,0.000023008455,0.001603352],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99976665,0.000017745466,0.000011525092,0.00003903361,0.00012585334,0.000039113947],"domain_scores_gemma":[0.9995035,0.000048770842,0.00008319803,0.00004154773,0.00026493636,0.00005806951],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003084242,0.0002698728,0.00013493717,0.00030959083,0.00017220518,0.00026379758,0.00026725134,0.00042082305,0.000540633],"category_scores_gemma":[0.00050678855,0.00011646179,0.00018472712,0.00014533903,0.00021308595,0.00022410633,0.00013441591,0.0002994059,0.00015550683],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000061555795,0.000038639213,0.00063253165,0.00002751368,0.0000041272274,0.000040607094,0.00001617165,0.0005147883,0.994589,0.00007172019,0.0000772034,0.0039262897],"study_design_scores_gemma":[0.0000046295277,0.000337282,0.003979924,0.000004273919,0.000011522403,0.00010044725,0.000013150831,0.0028692177,0.99181926,0.000004694156,0.0008500728,0.0000056095655],"about_ca_topic_score_codex":0.0016760349,"about_ca_topic_score_gemma":0.0043303426,"teacher_disagreement_score":0.0016760349,"about_ca_system_score_codex":0.00024015787,"about_ca_system_score_gemma":0.00023602799,"threshold_uncertainty_score":0.0033325553},"labels":[],"label_agreement":null},{"id":"W4386187142","doi":"10.1016/j.engstruct.2023.116797","title":"A seismic resilient design method for structures equipped with two-level yielding dampers, accounting for extremely rare earthquakes","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Seismic hazard; Structural engineering; Incremental Dynamic Analysis; Seismic analysis; Resilience (materials science); Engineering; Damper; Frame (networking); Seismic risk; Earthquake engineering; Earthquake simulation; Nonlinear system; Hazard; Structural system; Computer science; Seismology; Geology; Civil engineering","score_opus":0.030814111179470874,"score_gpt":0.267803425621616,"score_spread":0.23698931444214516,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386187142","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.008766347,0.00005011965,0.9895257,0.000026026713,0.00001935261,0.000030028703,0.000026494323,0.00016340209,0.0013925465],"genre_scores_gemma":[0.49020404,0.00029135591,0.50194716,0.00007814753,0.000053836833,0.0004023993,0.00013406565,0.00018562278,0.00670333],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99984825,0.000046252942,0.000008217074,0.000031295473,0.000048524285,0.000017500492],"domain_scores_gemma":[0.99978465,0.000082531675,0.000032687032,0.000025538242,0.000061207866,0.000013324345],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006326239,0.0009808078,0.00068897667,0.00057826116,0.0003730411,0.0004433446,0.0010069694,0.00091287197,0.004322594],"category_scores_gemma":[0.0009800264,0.000448802,0.00075387204,0.00027032217,0.00037335703,0.00047556794,0.00068491313,0.0006417004,0.0005853486],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000047636957,0.000038407397,0.00024162575,0.00009532467,0.000025801373,0.00006434029,0.00005740505,0.9320694,0.012387601,0.004633712,0.00037016504,0.049968537],"study_design_scores_gemma":[0.000004257184,0.00004399111,0.000049703674,0.0000055159194,0.000007961808,0.000010331851,0.000005090719,0.9981096,0.0006613201,0.00050700654,0.0005914248,0.000003794324],"about_ca_topic_score_codex":0.0021110936,"about_ca_topic_score_gemma":0.0026684627,"teacher_disagreement_score":0.004322594,"about_ca_system_score_codex":0.00031623335,"about_ca_system_score_gemma":0.000767224,"threshold_uncertainty_score":0.014460504},"labels":[],"label_agreement":null},{"id":"W4386197541","doi":"10.1016/j.engstruct.2023.116801","title":"Damping in masonry arch railway bridges under service loads: An experimental and numerical investigation","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Structural engineering; Arch; Vibration; Modal; Masonry; Engineering; Stiffness; Damping ratio; Modal analysis; Bridge (graph theory); Operational Modal Analysis; Finite element method; Physics; Materials science; Acoustics","score_opus":0.024340356706758524,"score_gpt":0.2909569184484294,"score_spread":0.26661656174167087,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386197541","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9952035,0.000041165047,0.0040871724,0.000012309594,0.000004652045,0.00001031322,0.000027905724,0.000029281115,0.00058377744],"genre_scores_gemma":[0.9978144,0.00003667961,0.0017457558,0.0000040555055,0.000001965655,0.000010415137,0.000031891967,0.000003895469,0.00035079007],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99968755,0.000044242515,0.000015199725,0.000043083855,0.00017663688,0.00003321825],"domain_scores_gemma":[0.99954575,0.00021186548,0.00006625054,0.000069282665,0.000078859615,0.000027890535],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007223079,0.00031008563,0.00025135977,0.0004246095,0.000253679,0.00019301468,0.00043909517,0.00054826913,0.00096157606],"category_scores_gemma":[0.00097203767,0.00016107589,0.00022095053,0.00024887087,0.0006169657,0.00026738667,0.00042174512,0.00030038832,0.00017041898],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000519498,0.0005382188,0.010475699,0.00023744124,0.000015422425,0.00047643905,0.0010403617,0.033557083,0.92791647,0.00067084574,0.00020706518,0.024345526],"study_design_scores_gemma":[0.000083270534,0.0048393477,0.060632616,0.000053510503,0.00005326682,0.0006544708,0.0011110725,0.43600562,0.49347088,0.0006043994,0.0024366013,0.00005490687],"about_ca_topic_score_codex":0.00078688195,"about_ca_topic_score_gemma":0.0014375254,"teacher_disagreement_score":0.00096157606,"about_ca_system_score_codex":0.00014730207,"about_ca_system_score_gemma":0.00011335776,"threshold_uncertainty_score":0.0038199425},"labels":[],"label_agreement":null},{"id":"W4386197783","doi":"10.1016/j.engstruct.2023.116779","title":"Design load provisions for simulating the critical effect of downbursts on wind turbines","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Turbine; Wind power; Meteorology; Environmental science; Wind speed; Wind engineering; Tower; Marine engineering; Structural engineering; Engineering; Aerospace engineering; Physics","score_opus":0.010329737439131452,"score_gpt":0.25844417190946095,"score_spread":0.2481144344703295,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386197783","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8085699,0.00012138915,0.16829702,0.00027367548,0.00011010714,0.00026365212,0.0004440866,0.0011384673,0.020781782],"genre_scores_gemma":[0.9888887,0.000028015993,0.009221719,0.000020104153,0.000004276802,0.00007001424,0.00007231262,0.000073764175,0.0016211623],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998821,0.00003914048,0.0000053292993,0.000012647016,0.00003660984,0.000024082403],"domain_scores_gemma":[0.9992587,0.0004169985,0.0001016241,0.000042310297,0.00012619782,0.0000542247],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043145975,0.0005746057,0.00043827324,0.00054997305,0.0004957864,0.00055901066,0.0010522647,0.0011581013,0.003613252],"category_scores_gemma":[0.0016357454,0.0004510031,0.00034075844,0.00024588563,0.00042341708,0.00042256326,0.00039343172,0.0005293299,0.0002722732],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007230703,0.00005920446,0.000741648,0.000030031015,0.0000043795053,0.00004966306,0.00003042845,0.9926824,0.00293336,0.00065186707,0.00024336924,0.0025013653],"study_design_scores_gemma":[0.00002009093,0.000043999633,0.000247994,0.0000036267065,0.0000050294343,0.000004192562,0.000015146583,0.99816483,0.0011744564,0.00011852255,0.00019875178,0.000003429112],"about_ca_topic_score_codex":0.0060235816,"about_ca_topic_score_gemma":0.0073572784,"teacher_disagreement_score":0.0060235816,"about_ca_system_score_codex":0.00067451183,"about_ca_system_score_gemma":0.00055213756,"threshold_uncertainty_score":0.012087584},"labels":[],"label_agreement":null},{"id":"W4386238170","doi":"10.1016/j.engstruct.2023.116803","title":"Data-driven reliability framework for qualitative damage states of reinforced concrete beams under blast loading","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Response to Dynamic Loads","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"","keywords":"Structural engineering; Cracking; Beam (structure); Probabilistic logic; Reliability (semiconductor); Flexural strength; Blast wave; Bending; Computer science; Monte Carlo method; Engineering; Reinforced concrete; Materials science; Mathematics; Physics; Composite material; Artificial intelligence","score_opus":0.024043895479223996,"score_gpt":0.31309548818386546,"score_spread":0.2890515927046415,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386238170","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.01135539,0.000100227495,0.98593014,0.00012244344,0.000023554563,0.00005946023,0.00024645557,0.0003927464,0.0017695583],"genre_scores_gemma":[0.84012854,0.00027691404,0.15494812,0.000111475354,0.0000597817,0.00038605253,0.0006246741,0.00031941608,0.0031450917],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987979,0.00030666622,0.00006196957,0.00016368154,0.0005203982,0.00014933792],"domain_scores_gemma":[0.9963509,0.0018731286,0.0002642166,0.00038893532,0.001018316,0.00010440769],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0037233888,0.0008095993,0.0009814902,0.0013470319,0.00043664128,0.001653107,0.0026427447,0.001017821,0.002894161],"category_scores_gemma":[0.008357382,0.0007303537,0.0011945582,0.0006015698,0.0017040839,0.0017838478,0.0017085585,0.0013291808,0.00043192293],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000017764803,0.000021080281,0.0002737199,0.00003965503,0.0000147862675,0.00006043286,0.00006106853,0.9432925,0.00079123955,0.05092203,0.0002616783,0.0042440994],"study_design_scores_gemma":[0.0000014722411,0.0000037920722,0.000029547946,0.0000035259611,0.0000028270895,0.0000039673027,0.000005160579,0.9887848,0.00013559377,0.010906754,0.00012007433,0.0000024832239],"about_ca_topic_score_codex":0.009891653,"about_ca_topic_score_gemma":0.008824787,"teacher_disagreement_score":0.009891653,"about_ca_system_score_codex":0.0015812569,"about_ca_system_score_gemma":0.002048318,"threshold_uncertainty_score":0.019691348},"labels":[],"label_agreement":null},{"id":"W4386322673","doi":"10.1016/j.engstruct.2023.116821","title":"Seismic performance evaluation of self-centering balloon-framed CLT building","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Northern British Columbia","funders":"Natural Resources Canada; Canada Research Chairs; Government of Canada","keywords":"Seismic analysis; Fragility; Incremental Dynamic Analysis; Structural engineering; Subduction; Low-rise; Seismic hazard; Engineering; Geology; Seismology; Physics","score_opus":0.009089251993654112,"score_gpt":0.22888742691944608,"score_spread":0.21979817492579196,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386322673","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9947594,0.000018570065,0.0029521438,0.000013825076,0.0000074174745,0.000008253149,0.00009066762,0.000066105626,0.0020836429],"genre_scores_gemma":[0.9985447,0.00001414237,0.0008481624,0.000002451634,0.0000015215998,0.0000041540875,0.00012068478,0.0000050113213,0.00045925882],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996923,0.000046882295,0.000011850547,0.00004502065,0.00013353523,0.00007043688],"domain_scores_gemma":[0.9995376,0.00008636592,0.00004573327,0.000054329394,0.00019597128,0.00007999663],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041605995,0.0005330561,0.0005828356,0.00062950957,0.00037788783,0.00045152963,0.0007287508,0.0007690423,0.0013948587],"category_scores_gemma":[0.00059523224,0.00015956115,0.0003945623,0.0005505111,0.00039302759,0.000313833,0.00040354655,0.00031810053,0.00030324937],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.002140389,0.00061905576,0.018575817,0.00015678555,0.00006706572,0.0005214376,0.0002472339,0.78435683,0.15039833,0.0010180746,0.0006884408,0.041210502],"study_design_scores_gemma":[0.000041159394,0.0017943258,0.029236326,0.000009934797,0.000051483014,0.00008202566,0.00024457602,0.93315864,0.03458188,0.000114478826,0.000657628,0.000027572223],"about_ca_topic_score_codex":0.0065295203,"about_ca_topic_score_gemma":0.00566099,"teacher_disagreement_score":0.0065295203,"about_ca_system_score_codex":0.0004976101,"about_ca_system_score_gemma":0.0004811257,"threshold_uncertainty_score":0.012983024},"labels":[],"label_agreement":null},{"id":"W4386322711","doi":"10.1016/j.engstruct.2023.116786","title":"Cyclic behavior of lightweight engineered cementitious composite beam-column joints","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University; Memorial University of Newfoundland","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Composite material; Ductility (Earth science); Composite number; Crumb rubber; Dissipation; Natural rubber; Polyvinyl alcohol; Polypropylene; Fiber; Filler (materials); Stiffness; Volume (thermodynamics); Compressive strength; Joint (building); Structural engineering; Creep","score_opus":0.008123715470559172,"score_gpt":0.21336435319480437,"score_spread":0.2052406377242452,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386322711","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988728,0.000063340405,0.00043094298,0.0000053907315,0.000004123878,0.000001926696,0.00004501533,0.00002201793,0.0005543593],"genre_scores_gemma":[0.99933124,0.000016490889,0.00015397409,0.000002992547,9.159565e-7,0.0000015865372,0.00003588747,0.00000644372,0.00045048064],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998716,0.000013075593,0.000004958016,0.000023311057,0.000054072407,0.000032922613],"domain_scores_gemma":[0.99965906,0.00008009017,0.00009451285,0.000020958903,0.0000891256,0.00005626772],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012190891,0.00015683124,0.00010725297,0.0003010345,0.00015945818,0.00017648327,0.00021207232,0.00020600387,0.0024510522],"category_scores_gemma":[0.00039972566,0.00013313153,0.00009965188,0.00021943935,0.00038791355,0.00017123634,0.00010949011,0.0002327787,0.00018699068],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00031459192,0.00007473902,0.0023913865,0.000042183314,0.000011327539,0.00012503772,0.00012934845,0.008322758,0.98449326,0.00025155835,0.00011493512,0.003728717],"study_design_scores_gemma":[0.000017634775,0.0010192088,0.039395552,0.000015753802,0.000029959992,0.0001157357,0.00021208936,0.07878643,0.879188,0.00013077055,0.0010477185,0.000041148112],"about_ca_topic_score_codex":0.0022238228,"about_ca_topic_score_gemma":0.004442671,"teacher_disagreement_score":0.0024510522,"about_ca_system_score_codex":0.00029667298,"about_ca_system_score_gemma":0.0002139671,"threshold_uncertainty_score":0.008199632},"labels":[],"label_agreement":null},{"id":"W4386322958","doi":"10.1016/j.engstruct.2023.116840","title":"Structural damage levels of bridges in vehicular collision fires: Predictions using an artificial neural network (ANN) model","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Fire effects on concrete materials","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada; Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Bridge (graph theory); Truck; Artificial neural network; Engineering; Structural engineering; Collision; Durability; Forensic engineering; Computer science; Environmental science; Automotive engineering; Artificial intelligence","score_opus":0.026928185090317896,"score_gpt":0.2507883759828123,"score_spread":0.2238601908924944,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386322958","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9916536,0.00005166027,0.0065969815,0.000050407238,0.000014633753,0.0000070669653,0.00008426196,0.000036052093,0.0015052977],"genre_scores_gemma":[0.99908483,0.000018472363,0.00040345732,0.0000035017345,0.0000019986312,0.000004181852,0.00004764514,0.0000028881886,0.00043289605],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999155,0.000014380918,0.0000045845927,0.000022743905,0.000017953858,0.000024815106],"domain_scores_gemma":[0.99966776,0.00016493084,0.00003588429,0.000014633754,0.00008161002,0.0000351213],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034219312,0.00047560327,0.00034842035,0.00034431083,0.0003940009,0.00041976396,0.000540139,0.001095043,0.0010256686],"category_scores_gemma":[0.00094237307,0.00041842158,0.00048959407,0.00029259323,0.00032853853,0.0005063373,0.00026091654,0.00057487795,0.00016457526],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000297179,0.000023182185,0.0025849948,0.0000042530764,0.000005009451,0.000024875648,0.000006894634,0.9957684,0.0003359641,0.00006292822,0.000049255472,0.001104618],"study_design_scores_gemma":[0.0000012436448,0.000008199849,0.0012730205,8.88781e-7,0.000001953459,0.0000025952183,0.0000061653636,0.9984863,0.00016275847,0.000045946806,0.000009255077,0.0000015606419],"about_ca_topic_score_codex":0.02963239,"about_ca_topic_score_gemma":0.023770608,"teacher_disagreement_score":0.02963239,"about_ca_system_score_codex":0.0009909114,"about_ca_system_score_gemma":0.0004726478,"threshold_uncertainty_score":0.058919847},"labels":[],"label_agreement":null},{"id":"W4386364188","doi":"10.1016/j.engstruct.2023.116788","title":"Non-stability of a bogie moving along a specific infinite complex flexibly beam-layer structure","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Railway Engineering and Dynamics","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"","keywords":"Bogie; Beam (structure); Stiffness; Oscillation (cell signaling); Vibration; Instability; Structural engineering; Damper; Viscoelasticity; Physics; Mechanics; Engineering; Classical mechanics; Control theory (sociology); Computer science; Acoustics","score_opus":0.018384290669269488,"score_gpt":0.22300437999845876,"score_spread":0.20462008932918926,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386364188","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8812984,0.00016274954,0.0869042,0.0007551462,0.00021881158,0.000057422698,0.000083443774,0.00027173068,0.030248027],"genre_scores_gemma":[0.9851007,0.000053945496,0.0054398654,0.00014133728,0.000031764015,0.00003732051,0.0000592693,0.00007087466,0.009064969],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998155,0.000038490918,0.000006012471,0.000035578327,0.000047099158,0.00005733725],"domain_scores_gemma":[0.99961686,0.00006860522,0.00006466443,0.000042288022,0.00006354508,0.00014402335],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033267436,0.00069566595,0.0008333947,0.0009073746,0.0014285906,0.0018484339,0.0011637677,0.0020581177,0.0035145867],"category_scores_gemma":[0.0012452003,0.00049297704,0.0005065717,0.00031834716,0.002896442,0.0015785408,0.0024881777,0.0012204371,0.0004170251],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008861955,0.00022914144,0.0038637947,0.00013604267,0.00020113704,0.0015818761,0.0007154356,0.38333136,0.048681922,0.55188507,0.0020963019,0.0063917167],"study_design_scores_gemma":[0.000055427117,0.000093607196,0.0018182893,0.00001560578,0.00002133692,0.00013751836,0.00024467907,0.95081586,0.0014753484,0.044643465,0.0006281069,0.000050686376],"about_ca_topic_score_codex":0.00320568,"about_ca_topic_score_gemma":0.0017964288,"teacher_disagreement_score":0.0035145867,"about_ca_system_score_codex":0.00072041195,"about_ca_system_score_gemma":0.00080676784,"threshold_uncertainty_score":0.011757493},"labels":[],"label_agreement":null},{"id":"W4386395396","doi":"10.1016/j.engstruct.2023.116798","title":"Experimental and analytical studies on the behavior of connections between high-rise braced steel storage racks and the spine bracing","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"National Key Research and Development Program of China; National Key Laboratory Foundation of China","keywords":"Bracing; Structural engineering; Rack; Deformation (meteorology); Flexural strength; Engineering; Bending; Damper; Brace; Mechanical engineering; Materials science; Composite material","score_opus":0.01632958551675946,"score_gpt":0.2661854949611251,"score_spread":0.24985590944436564,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386395396","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99565107,0.00006813562,0.0026989426,0.000016533648,0.000013520765,0.000023267978,0.00007386528,0.000045226072,0.0014093975],"genre_scores_gemma":[0.9979949,0.000043107244,0.0009599805,0.0000032957876,0.0000036962747,0.000013133182,0.00004758091,0.0000065123554,0.00092784606],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999483,0.00010228921,0.000016862621,0.000079477075,0.00021703522,0.00010118905],"domain_scores_gemma":[0.9973809,0.0012336614,0.00032431528,0.00030379443,0.00063646445,0.000120788776],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006428531,0.00055665604,0.0002738274,0.00054215785,0.0008885133,0.00033523346,0.0011414232,0.0006267029,0.0077985106],"category_scores_gemma":[0.0028992887,0.0003890015,0.0002119205,0.0005315127,0.00116289,0.0006635642,0.00031391525,0.0005045554,0.0005500653],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012366609,0.0010470701,0.004422843,0.00019371878,0.000021152404,0.00030391666,0.00089762616,0.014731138,0.96347314,0.002180696,0.0003533811,0.0111386925],"study_design_scores_gemma":[0.00021129315,0.0054287426,0.03303802,0.00004730423,0.00008067652,0.00038781305,0.0017627331,0.09612418,0.8586023,0.0010464404,0.003203227,0.00006732417],"about_ca_topic_score_codex":0.0012907928,"about_ca_topic_score_gemma":0.0022144576,"teacher_disagreement_score":0.0077985106,"about_ca_system_score_codex":0.00037363832,"about_ca_system_score_gemma":0.00035967733,"threshold_uncertainty_score":0.026088655},"labels":[],"label_agreement":null},{"id":"W4386455169","doi":"10.1016/j.engstruct.2023.116810","title":"Composite slab floors made of cross laminated timber and ultra high-performance concrete: Early-age deflection, stripping time, and its implication on the structural performances","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"","keywords":"Shoring; Deflection (physics); Structural engineering; Shrinkage; Stiffness; Slab; Composite number; Materials science; Modulus; Engineering; Geotechnical engineering; Composite material","score_opus":0.006774254024019638,"score_gpt":0.20590781668017671,"score_spread":0.1991335626561571,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386455169","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99683386,0.00010587091,0.0021673378,0.0000026771638,0.000009458894,0.0000034970249,0.00006368453,0.000040700103,0.00077285885],"genre_scores_gemma":[0.9980609,0.000032489294,0.0011231374,0.0000017670147,0.0000012585435,0.000001819368,0.0000697786,0.000008201227,0.0007006601],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.999788,0.000019341553,0.000007774494,0.00003677207,0.000092776354,0.00005539533],"domain_scores_gemma":[0.99958307,0.000084358384,0.000076574404,0.000051104358,0.00008882864,0.000116030846],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003464694,0.0003312098,0.0003032696,0.0006379903,0.00035585024,0.00036232558,0.0003434542,0.00032515673,0.0020098065],"category_scores_gemma":[0.0003816503,0.00028983792,0.00025704002,0.00031166713,0.0004531706,0.00015438414,0.00029473082,0.00039462472,0.00039113185],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00068226445,0.000077396304,0.00899235,0.000056381537,0.00002390566,0.00022543369,0.00016810377,0.006339298,0.9762151,0.0003918599,0.00008050736,0.006747382],"study_design_scores_gemma":[0.000029894134,0.0016333611,0.15817855,0.000027573982,0.00009085589,0.000447443,0.0004114213,0.014774014,0.8226218,0.00017561884,0.0015691537,0.000040316514],"about_ca_topic_score_codex":0.0015236912,"about_ca_topic_score_gemma":0.00508497,"teacher_disagreement_score":0.0020098065,"about_ca_system_score_codex":0.00017153342,"about_ca_system_score_gemma":0.0003669217,"threshold_uncertainty_score":0.0067234635},"labels":[],"label_agreement":null},{"id":"W4386491114","doi":"10.1016/j.engstruct.2023.116805","title":"Variability of mechanical properties of steel rebars in North America and its effects on the seismic fragility of reinforced concrete columns","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"British Columbia Institute of Technology; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Rebar; Ultimate tensile strength; Fragility; Structural engineering; Materials science; Yield (engineering); Composite material; Bar (unit); Engineering; Geology","score_opus":0.008487879967932327,"score_gpt":0.19321959253474544,"score_spread":0.18473171256681312,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386491114","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99951255,0.000024696787,0.00006591823,0.000014498567,8.7905255e-7,9.782543e-7,0.00009123892,0.0000035747928,0.0002857345],"genre_scores_gemma":[0.9997408,0.000014826961,0.000034867742,0.0000042833753,0.0000010068641,0.0000013874094,0.00012681512,0.0000018487584,0.000074119474],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9997392,0.00007277884,0.000011626803,0.00008354503,0.00004983927,0.000042935913],"domain_scores_gemma":[0.998911,0.0004470555,0.000254066,0.000085329324,0.00018817988,0.00011437517],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003658731,0.00015423361,0.00022880209,0.00055367616,0.0003251285,0.00041127842,0.00036847353,0.00041083485,0.00081465655],"category_scores_gemma":[0.0009941004,0.00019121676,0.000225872,0.0007514367,0.00046435092,0.00027354792,0.00026689333,0.000260379,0.00011146692],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00033742515,0.00015226852,0.9734022,0.000015751722,0.0002514039,0.00021658753,0.0006193811,0.004613865,0.01418572,0.00018351489,0.00033271222,0.005689224],"study_design_scores_gemma":[0.0000010805569,0.000011327246,0.99881184,8.001366e-7,0.0000058268197,0.000019230458,0.00017164751,0.0007322447,0.00013210518,0.000016791077,0.00009425676,0.0000026867822],"about_ca_topic_score_codex":0.059136398,"about_ca_topic_score_gemma":0.12357934,"teacher_disagreement_score":0.059136398,"about_ca_system_score_codex":0.00067051477,"about_ca_system_score_gemma":0.00032024848,"threshold_uncertainty_score":0.11758435},"labels":[],"label_agreement":null},{"id":"W4386512054","doi":"10.1016/j.engstruct.2023.116806","title":"Prediction of tapered steel plate girders shear strength using multigene genetic programming","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Memorial University of Newfoundland; McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Girder; Structural engineering; Genetic programming; Finite element method; Nonlinear system; Shear (geology); Generalizability theory; Engineering; Computer science; Materials science; Mathematics; Machine learning; Composite material; Physics; Statistics","score_opus":0.014537869078753724,"score_gpt":0.21124739209781354,"score_spread":0.1967095230190598,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386512054","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.76628196,0.00011115445,0.22964929,0.00013755464,0.000040375133,0.00003810829,0.00010467959,0.0005142681,0.0031225723],"genre_scores_gemma":[0.96901244,0.000036679587,0.029897535,0.000023628654,0.0000059672097,0.000030382533,0.00005840507,0.000032262924,0.00090271846],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999163,0.0000224969,0.0000022835522,0.000026269003,0.0000187545,0.000013916466],"domain_scores_gemma":[0.99941015,0.00041652707,0.000048294027,0.000020306607,0.00008467068,0.000020016087],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031584405,0.0006054908,0.0004746029,0.0005893203,0.00029134867,0.00038649497,0.000648771,0.0009410739,0.0010730625],"category_scores_gemma":[0.001003317,0.00044075813,0.00054215756,0.00033272288,0.00045427133,0.00026842448,0.0002807054,0.0005394932,0.00015650783],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000010443446,0.000016043434,0.0006405551,0.000005990067,0.0000067525957,0.000021379568,0.000006403853,0.99448955,0.00093137444,0.00024889313,0.000045450084,0.0035771686],"study_design_scores_gemma":[0.0000014588715,0.0000049815585,0.00013673915,6.758667e-7,0.0000016358885,0.0000018427199,0.0000012641673,0.99952877,0.00021446252,0.00009735405,0.000009971497,8.398016e-7],"about_ca_topic_score_codex":0.008339816,"about_ca_topic_score_gemma":0.0073643336,"teacher_disagreement_score":0.008339816,"about_ca_system_score_codex":0.00067066296,"about_ca_system_score_gemma":0.0007154455,"threshold_uncertainty_score":0.016582549},"labels":[],"label_agreement":null},{"id":"W4386518073","doi":"10.1016/j.engstruct.2023.116804","title":"Numerical study of the seismic performance of fully grouted reinforced masonry shear walls with boundary elements subjected to dynamic loading","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Quasistatic process; Quasistatic loading; Structural engineering; Dissipation; Dynamic loading; Shear wall; Masonry; Unreinforced masonry building; Discontinuity (linguistics); Geotechnical engineering; Ductility (Earth science); Seismic loading; Geology; Nonlinear system; Shear (geology); Engineering; Materials science; Composite material; Mathematics","score_opus":0.0037750115304507133,"score_gpt":0.19810323876395183,"score_spread":0.19432822723350113,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386518073","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99183273,0.000056189718,0.0046670446,0.000039494535,0.00001108285,0.0000066511147,0.00004596203,0.000045988112,0.003294916],"genre_scores_gemma":[0.9980854,0.000020361274,0.001116418,0.000006437804,0.0000026396644,0.0000049133423,0.000032070595,0.0000078461235,0.0007239958],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998067,0.000054972817,0.000009191147,0.000021785434,0.00006225917,0.000045190907],"domain_scores_gemma":[0.999081,0.0005320588,0.00011091073,0.00007811593,0.000109003726,0.0000889391],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003710402,0.0005038538,0.0007221193,0.0005385161,0.00048293395,0.00058185065,0.0007295263,0.0011858717,0.002034118],"category_scores_gemma":[0.0014890409,0.00034759953,0.00034420204,0.00051980483,0.0013776348,0.00034680864,0.00060433603,0.00040638185,0.00019378141],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00044831616,0.00018891013,0.0034326043,0.00006826399,0.00004388643,0.00037949745,0.00019258993,0.95778483,0.030123767,0.0014306508,0.00021237995,0.0056943763],"study_design_scores_gemma":[0.000024416566,0.0001985563,0.003202166,0.000010173972,0.000013944045,0.000045855475,0.00008443666,0.9917413,0.004382025,0.00015899903,0.00012524116,0.00001289665],"about_ca_topic_score_codex":0.004359167,"about_ca_topic_score_gemma":0.0030172793,"teacher_disagreement_score":0.004359167,"about_ca_system_score_codex":0.0003458226,"about_ca_system_score_gemma":0.00042310864,"threshold_uncertainty_score":0.008667588},"labels":[],"label_agreement":null},{"id":"W4386595049","doi":"10.1016/j.engstruct.2023.116845","title":"Seismic design and evaluation of controlled rocking outrigger core wall (CROCW) system using equivalent energy design procedure (EEDP)","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic and Structural Analysis of Tall Buildings","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Outrigger; Structural engineering; Dissipation; Damper; Shear wall; Engineering; Roof; Precast concrete; Nonlinear system; Core (optical fiber); Structural system; Physics","score_opus":0.03950933801890806,"score_gpt":0.25103585489426933,"score_spread":0.21152651687536128,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386595049","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.56783366,0.00008618488,0.417557,0.00006325592,0.000033398694,0.00025154772,0.00017582605,0.0006131758,0.013386018],"genre_scores_gemma":[0.9682348,0.000029978723,0.028811663,0.000009673609,0.0000034544198,0.00008717182,0.00009809641,0.0000248639,0.00270029],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99977094,0.00006571919,0.000008052593,0.000028985896,0.00009822237,0.000028049573],"domain_scores_gemma":[0.9998369,0.000036356323,0.000021799851,0.000021452504,0.000066270026,0.000017161627],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034472253,0.00038630824,0.00037878918,0.00029929058,0.00027008745,0.0004551445,0.0006337611,0.0004906546,0.0028347273],"category_scores_gemma":[0.00030905733,0.00019499657,0.00030641863,0.00018405815,0.00021967378,0.00021605322,0.00024095603,0.00019008334,0.00033691459],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006312675,0.00027190612,0.003005254,0.0002655436,0.000043476735,0.0002999773,0.00015953592,0.66804385,0.2557112,0.005294349,0.00095441897,0.06531919],"study_design_scores_gemma":[0.00007443559,0.0012707443,0.0042778957,0.000011546531,0.000051271025,0.00006244162,0.00009320808,0.9495297,0.041725628,0.00032530646,0.002557788,0.000019978434],"about_ca_topic_score_codex":0.001952089,"about_ca_topic_score_gemma":0.0022102778,"teacher_disagreement_score":0.0028347273,"about_ca_system_score_codex":0.0002629516,"about_ca_system_score_gemma":0.0006037416,"threshold_uncertainty_score":0.009483159},"labels":[],"label_agreement":null},{"id":"W4386843996","doi":"10.1016/j.engstruct.2023.116852","title":"Comparative analyses of reinforced masonry and reinforced concrete shear walls with different end configurations: Seismic performance and economic assessment","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"","keywords":"Shear wall; Masonry; Structural engineering; Reinforced concrete; Ductility (Earth science); Shear (geology); Seismic analysis; Geotechnical engineering; Engineering; Geology; Materials science; Composite material","score_opus":0.013194225600271751,"score_gpt":0.2467232373460965,"score_spread":0.23352901174582474,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386843996","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99519324,0.00006614107,0.0026771787,0.000008915268,0.0000026597845,0.000005757481,0.000058191712,0.000011380662,0.0019765806],"genre_scores_gemma":[0.9973532,0.00006682158,0.0012139458,0.0000013958258,0.000002045809,0.0000054317657,0.00009162819,0.000006719115,0.0012588608],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99964607,0.000092147566,0.000012397344,0.000029036471,0.00015606692,0.0000642911],"domain_scores_gemma":[0.99886346,0.0006704801,0.0001017962,0.000068684196,0.00022882399,0.000066682325],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007889272,0.0004971988,0.0005127452,0.0015100697,0.00030052208,0.0005871995,0.00050639425,0.00064384606,0.002783142],"category_scores_gemma":[0.0013083428,0.00026700355,0.0006713293,0.000994224,0.0004701721,0.00048557363,0.0003714417,0.0002364483,0.00043846667],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0030126343,0.00053956616,0.036336984,0.00020413128,0.00016264323,0.000606189,0.0002017298,0.71879894,0.18014735,0.0046899896,0.0003846152,0.054915205],"study_design_scores_gemma":[0.0000961653,0.0031928762,0.15170462,0.00004105452,0.00032447683,0.0002527085,0.0005984993,0.7275948,0.1133366,0.001469743,0.0013350104,0.00005339181],"about_ca_topic_score_codex":0.0017909219,"about_ca_topic_score_gemma":0.0049622566,"teacher_disagreement_score":0.002783142,"about_ca_system_score_codex":0.00047080914,"about_ca_system_score_gemma":0.00043735965,"threshold_uncertainty_score":0.009310544},"labels":[],"label_agreement":null},{"id":"W4386959268","doi":"10.1016/j.engstruct.2023.116896","title":"Performance of UHPC shear keys in box girder bridges-field and finite element study","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba; Research Manitoba","funders":"","keywords":"Cracking; Shear (geology); Box girder; Structural engineering; Dowel; Finite element method; Girder; Grout; Ultimate tensile strength; Materials science; Shear stress; Geotechnical engineering; Composite material; Engineering","score_opus":0.007292677872663039,"score_gpt":0.21547972921858527,"score_spread":0.20818705134592222,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386959268","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99851066,0.000025025927,0.00087347196,0.0000061629157,0.0000021612136,0.0000036887802,0.000032754433,0.000021249014,0.00052480714],"genre_scores_gemma":[0.9990908,0.000017381984,0.00031128983,0.0000018743045,7.1655677e-7,0.000002806367,0.000036323305,0.0000043158834,0.0005345098],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9997912,0.00003976651,0.0000069036782,0.00003440143,0.000082914994,0.000044751174],"domain_scores_gemma":[0.99911755,0.00042413335,0.00006950514,0.00011080081,0.0002126405,0.00006535147],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045186293,0.0003134126,0.00046363904,0.00042976817,0.00032749906,0.00035493035,0.00075895205,0.0008650066,0.00215094],"category_scores_gemma":[0.0010562143,0.0002410461,0.000247447,0.00028276694,0.00054567045,0.0005979654,0.00036113962,0.000258222,0.00043503175],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0038277397,0.0010401675,0.026127538,0.00024500675,0.000055626264,0.0005478536,0.0007018691,0.37594017,0.5491444,0.00094727706,0.000841615,0.04058078],"study_design_scores_gemma":[0.00011586373,0.0062340987,0.06577002,0.00004667935,0.000079363665,0.0002969876,0.0007520489,0.66581804,0.2592706,0.0003181472,0.0012385652,0.000059630733],"about_ca_topic_score_codex":0.0023353125,"about_ca_topic_score_gemma":0.0024278539,"teacher_disagreement_score":0.0023353125,"about_ca_system_score_codex":0.0003216364,"about_ca_system_score_gemma":0.0002666952,"threshold_uncertainty_score":0.0071956515},"labels":[],"label_agreement":null},{"id":"W4386980251","doi":"10.1016/j.engstruct.2023.116897","title":"Spatial stochastic D-RBA and limit equilibrium analysis of unreinforced masonry pier-spandrel structures","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Unreinforced masonry building; Masonry; Pier; Structural engineering; Limit analysis; Computer science; Plane (geometry); Limit (mathematics); Engineering; Mathematics; Geometry; Finite element method; Mathematical analysis","score_opus":0.006739571512017295,"score_gpt":0.19988243232692773,"score_spread":0.19314286081491044,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386980251","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.48565483,0.0014555921,0.45738983,0.0016088054,0.0001366833,0.00007508551,0.00039735177,0.00032184867,0.052959982],"genre_scores_gemma":[0.9723237,0.00032699862,0.009255128,0.00012099745,0.000044132314,0.00004563612,0.0001514612,0.00008725391,0.01764466],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99959534,0.00014268186,0.000019272395,0.00006295205,0.00008388305,0.000095872856],"domain_scores_gemma":[0.9980994,0.0009025721,0.0002925932,0.00010455661,0.00038125773,0.00021966572],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00149511,0.0006212886,0.0014391609,0.0020518748,0.0010211447,0.0020894571,0.0025250078,0.0015337777,0.0046651117],"category_scores_gemma":[0.004756446,0.0008800845,0.001299428,0.0011204461,0.002739425,0.0019784153,0.002124944,0.0011002383,0.00031827737],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000393584,0.00006399194,0.0011545825,0.000055710425,0.000059642494,0.00017822643,0.0000943365,0.69503427,0.0011337852,0.2986481,0.00088181044,0.0026562677],"study_design_scores_gemma":[0.0000034098086,0.0000051122015,0.00021951647,0.000004777801,0.000006475112,0.00001264469,0.000022454915,0.98266876,0.00006443361,0.01680416,0.00018184485,0.000006522413],"about_ca_topic_score_codex":0.027052224,"about_ca_topic_score_gemma":0.021045873,"teacher_disagreement_score":0.027052224,"about_ca_system_score_codex":0.002335816,"about_ca_system_score_gemma":0.001688068,"threshold_uncertainty_score":0.053789496},"labels":[],"label_agreement":null},{"id":"W4386983350","doi":"10.1016/j.engstruct.2023.116932","title":"Development of a lightweight mitigation system for severe explosions with small-scaled distances","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Response to Dynamic Loads","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"","keywords":"Structural engineering; Range (aeronautics); Current (fluid); Interpretability; Engineering; Computer science; Aerospace engineering","score_opus":0.008571136398069418,"score_gpt":0.19524990257958816,"score_spread":0.18667876618151874,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386983350","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.10247094,0.00014853761,0.8727149,0.000281716,0.00022864788,0.00036357183,0.00025926402,0.01541217,0.008120319],"genre_scores_gemma":[0.68320227,0.00015724824,0.3003271,0.00024265802,0.00007621474,0.0003531391,0.0005779436,0.00044198876,0.0146213705],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99981374,0.000013158196,0.00000801577,0.000032385295,0.00010636628,0.000026430822],"domain_scores_gemma":[0.99969006,0.000030179051,0.000042148622,0.000048807586,0.00015176422,0.000037129437],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021219629,0.00061455276,0.0004660284,0.0005929453,0.0005265983,0.00036633696,0.0012657794,0.00053479936,0.0057147876],"category_scores_gemma":[0.00043237998,0.00021198075,0.00027930306,0.00022251118,0.00017829561,0.0006125306,0.0008567015,0.0003865547,0.0020973373],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00032043984,0.00025880767,0.0036696831,0.00028266758,0.00007366851,0.0002902871,0.00019858543,0.036318332,0.59559906,0.0029069588,0.00812268,0.35195884],"study_design_scores_gemma":[0.00015697676,0.001709068,0.011283109,0.000072951494,0.00019622949,0.00053642475,0.00020653196,0.57595474,0.34852314,0.0022545913,0.058974434,0.00013185845],"about_ca_topic_score_codex":0.0012815697,"about_ca_topic_score_gemma":0.0021592746,"teacher_disagreement_score":0.0057147876,"about_ca_system_score_codex":0.0002733589,"about_ca_system_score_gemma":0.00094533793,"threshold_uncertainty_score":0.019117832},"labels":[],"label_agreement":null},{"id":"W4387123429","doi":"10.1016/j.engstruct.2023.116954","title":"Failure mechanisms and load paths in a standing seam metal roof under extreme wind loads","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Analysis of Composite Materials","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Eaves; Roof; Structural engineering; Wind engineering; Buckling; Engineering; Fastener; Slippage; Structural load; Geotechnical engineering; Geology","score_opus":0.009674902870727406,"score_gpt":0.19914078762094167,"score_spread":0.18946588475021425,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387123429","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99687,0.000008661578,0.0017454129,0.0000126412815,0.0000020094044,0.000004327996,0.00002900871,0.000028556602,0.0012993043],"genre_scores_gemma":[0.9989774,0.0000052011655,0.00049505144,0.0000016222439,6.6462826e-7,0.0000017945476,0.000015623935,0.0000042358756,0.0004983588],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99992335,0.000009949724,0.0000035380067,0.000013517783,0.000025409352,0.000024206474],"domain_scores_gemma":[0.9996984,0.000101040445,0.000050742023,0.00004129115,0.00006159878,0.00004689049],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020653429,0.00022300647,0.00022293482,0.00059712364,0.00076661265,0.00035937945,0.0005095109,0.000705332,0.003259889],"category_scores_gemma":[0.0005070038,0.0002753555,0.00024200707,0.00027106827,0.0008468324,0.00023672168,0.00035118373,0.0002821691,0.00030912747],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0022600654,0.00047112003,0.06360905,0.00012173549,0.00006577046,0.0061302176,0.0013638064,0.632757,0.25449464,0.007896671,0.0010799426,0.029750038],"study_design_scores_gemma":[0.000028437336,0.00054215675,0.10126303,0.000016340628,0.000031314266,0.0008211735,0.0011468929,0.87321454,0.020700349,0.0017147501,0.00047645933,0.00004460504],"about_ca_topic_score_codex":0.0029850649,"about_ca_topic_score_gemma":0.003182676,"teacher_disagreement_score":0.003259889,"about_ca_system_score_codex":0.00025646717,"about_ca_system_score_gemma":0.0002595843,"threshold_uncertainty_score":0.010905445},"labels":[],"label_agreement":null},{"id":"W4387204674","doi":"10.1016/j.engstruct.2023.116960","title":"Experimental testing of post-tensioned steel-timber hybrid frames equipped with energy-dissipating braces","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Bamboo properties and applications","field":"Agricultural and Biological Sciences","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Structural engineering; Dissipation; Stiffness; Frame (networking); Steel frame; Engineering; Mechanical engineering","score_opus":0.01495303575489562,"score_gpt":0.20434254641253466,"score_spread":0.18938951065763904,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387204674","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99773824,0.000043079926,0.0016820461,0.000005506878,0.000018452707,0.000017791226,0.00008647047,0.00002947635,0.0003789445],"genre_scores_gemma":[0.99701035,0.000043012995,0.0015685994,0.0000048081233,0.0000030636445,0.000026369155,0.00008549059,0.00001084585,0.0012475174],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996408,0.000026292513,0.00001811786,0.00008203786,0.00013511341,0.00009757922],"domain_scores_gemma":[0.9993284,0.00015300712,0.00010503136,0.00009399788,0.00020650338,0.00011307145],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00050524436,0.0009322788,0.000478925,0.00043092665,0.0005153998,0.00026353035,0.0010760512,0.0009906882,0.004355559],"category_scores_gemma":[0.0006857697,0.00034225086,0.00038125992,0.00032868327,0.000695594,0.00046942465,0.00040561147,0.00037346868,0.0005445391],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00084091694,0.0002712487,0.0009916661,0.00009776189,0.000013511877,0.00014435023,0.00019617143,0.0026408313,0.9907669,0.00015662659,0.000062374645,0.0038177248],"study_design_scores_gemma":[0.00016640834,0.011206355,0.033011362,0.000050606053,0.00010608773,0.00016197057,0.00051261164,0.016331958,0.93660164,0.00014683201,0.0016626407,0.00004167825],"about_ca_topic_score_codex":0.0016882827,"about_ca_topic_score_gemma":0.0033473917,"teacher_disagreement_score":0.004355559,"about_ca_system_score_codex":0.0002970896,"about_ca_system_score_gemma":0.00040076024,"threshold_uncertainty_score":0.014570773},"labels":[],"label_agreement":null},{"id":"W4387207234","doi":"10.1016/j.engstruct.2023.116949","title":"The impact of the nonlinear concrete behaviour on the required liner thicknesses of spray-repaired concrete pipes","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Trenchless technology; Cementitious; Cracking; Geotechnical engineering; Materials science; Structural engineering; Concrete cover; Nonlinear system; Compressive strength; Composite material; Geology; Pipeline transport; Cement; Engineering; Reinforced concrete; Mechanical engineering","score_opus":0.00934811284081186,"score_gpt":0.22903204303496844,"score_spread":0.21968393019415658,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387207234","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9928982,0.000045395067,0.0051034978,0.000021359776,0.000006710686,0.0000057733,0.000109696455,0.00006922,0.0017400619],"genre_scores_gemma":[0.9989648,0.000017385759,0.0005255082,0.0000024436163,6.2502096e-7,0.0000013778559,0.00003746903,0.000024112498,0.00042638666],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999539,0.000093612936,0.000021176234,0.000069693124,0.00017626402,0.00010023902],"domain_scores_gemma":[0.99673307,0.0019216057,0.0004205637,0.00023124155,0.00056555046,0.00012787835],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00056463486,0.00034543543,0.00022670029,0.00031833383,0.00028256213,0.0005619416,0.00044459075,0.0006605847,0.003206797],"category_scores_gemma":[0.0042861113,0.00023846098,0.00028737253,0.00019015514,0.0005088831,0.0005307571,0.00037120972,0.00041631606,0.0006022617],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011992883,0.00015049282,0.01162399,0.00019633656,0.000021533133,0.0006198021,0.0002952633,0.32453734,0.6449818,0.00091958983,0.00032069915,0.015133886],"study_design_scores_gemma":[0.000034373574,0.0011370791,0.07708286,0.00004565778,0.00006964038,0.0004355161,0.0007450788,0.5187351,0.40044183,0.00035136458,0.0008589936,0.00006241155],"about_ca_topic_score_codex":0.0033840213,"about_ca_topic_score_gemma":0.004600165,"teacher_disagreement_score":0.0033840213,"about_ca_system_score_codex":0.0005097242,"about_ca_system_score_gemma":0.0004701102,"threshold_uncertainty_score":0.010727763},"labels":[],"label_agreement":null},{"id":"W4387387901","doi":"10.1016/j.engstruct.2023.116181","title":"Investigation of different parameters affecting the crack width and k coefficient of GFRP-RC beams","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Fibre-reinforced plastic; Bar (unit); Materials science; Structural engineering; Bending; Composite material; Concrete cover; Flexural strength; Reinforcement; Engineering; Physics","score_opus":0.010768208211160491,"score_gpt":0.20539517860864476,"score_spread":0.19462697039748428,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387387901","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9971091,0.00018502209,0.0018832734,0.000010685706,0.0000025358033,0.0000052354644,0.00006789343,0.000023842862,0.00071244297],"genre_scores_gemma":[0.99955374,0.000049035538,0.00020974582,0.0000018145686,5.555908e-7,0.0000019694778,0.000024823355,0.00000449311,0.00015370508],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997873,0.000026449385,0.0000073487017,0.000055032226,0.00008476938,0.000039165217],"domain_scores_gemma":[0.9989574,0.00052242796,0.0002373735,0.000059842707,0.00019671523,0.000026233802],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030452065,0.0002553049,0.00019835359,0.0003591214,0.00015016136,0.00017887866,0.0002672827,0.00040482098,0.0007901227],"category_scores_gemma":[0.0012968705,0.00019876822,0.00020484238,0.00038347873,0.00028378135,0.00030172555,0.000091215756,0.00018296036,0.00017778191],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00039126194,0.00005025841,0.008272307,0.00012251004,0.000027902253,0.00018643888,0.0001636312,0.016391445,0.9679161,0.00026399203,0.000114358,0.006099783],"study_design_scores_gemma":[0.000013319952,0.00034456915,0.06952584,0.000021506488,0.000069497924,0.00020555886,0.0001742457,0.04781461,0.8810324,0.00010090743,0.0006663875,0.000031086758],"about_ca_topic_score_codex":0.0015229877,"about_ca_topic_score_gemma":0.0019493372,"teacher_disagreement_score":0.0015229877,"about_ca_system_score_codex":0.00021828411,"about_ca_system_score_gemma":0.00022216224,"threshold_uncertainty_score":0.003028214},"labels":[],"label_agreement":null},{"id":"W4387520193","doi":"10.1016/j.engstruct.2023.117018","title":"Investigation of energy-absorbing connections for application in mass timber structures","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Response to Dynamic Loads","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Dissipation; Finite element method; Welding; Connection (principal bundle); Structural engineering; Energy (signal processing); Boundary value problem; Engineering; Mechanical engineering; Mathematics; Physics","score_opus":0.008475986410752007,"score_gpt":0.21561663231408287,"score_spread":0.20714064590333087,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387520193","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9751746,0.00030920183,0.015791193,0.000041667834,0.000026133319,0.0000370705,0.000031987227,0.00006366681,0.008524364],"genre_scores_gemma":[0.9938361,0.0001310333,0.003982381,0.0000065486097,0.0000050041667,0.000012608664,0.000014854781,0.000007609542,0.0020039072],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99987423,0.000027006936,0.0000031563575,0.000017997261,0.000057566685,0.000020134996],"domain_scores_gemma":[0.99954647,0.00018717666,0.000060546157,0.00004417152,0.00012618229,0.000035426834],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002598711,0.0003101687,0.00016792504,0.000335904,0.00043083835,0.00033281013,0.00042350974,0.0004628175,0.0032985539],"category_scores_gemma":[0.0009167835,0.00013980767,0.00014285637,0.0002737671,0.00029139008,0.00041225366,0.00016859858,0.00024602585,0.00026504678],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024629876,0.00036893002,0.002399356,0.00019616864,0.000009441704,0.00033228553,0.00024730826,0.034453385,0.9310732,0.0037820195,0.00023540392,0.026656274],"study_design_scores_gemma":[0.000042282798,0.0045411494,0.023826823,0.00012161713,0.000075958575,0.000704017,0.00073915673,0.30528197,0.6523581,0.0026731463,0.009602407,0.000033319535],"about_ca_topic_score_codex":0.00030572177,"about_ca_topic_score_gemma":0.0010070782,"teacher_disagreement_score":0.0032985539,"about_ca_system_score_codex":0.00014834697,"about_ca_system_score_gemma":0.00023761173,"threshold_uncertainty_score":0.011034727},"labels":[],"label_agreement":null},{"id":"W4387647204","doi":"10.1016/j.engstruct.2023.117016","title":"Effect of test parameters on the punching-shear strength of precast tunnel segments reinforced with GFRP bars","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada; Mitacs; Université de Sherbrooke","keywords":"Precast concrete; Punching; Structural engineering; Flexural strength; Fibre-reinforced plastic; Cracking; Reinforcement; Materials science; Composite material; Geotechnical engineering; Engineering","score_opus":0.006031331509949113,"score_gpt":0.2038267226693799,"score_spread":0.1977953911594308,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387647204","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988846,0.00013892479,0.0004288653,0.000015335108,0.00001294769,0.0000075456182,0.0001370909,0.000030086027,0.00034445492],"genre_scores_gemma":[0.9991347,0.000048600494,0.00025687207,0.000011103983,0.000003121609,0.000006250823,0.000107761065,0.000012969941,0.00041864373],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99939966,0.00012024998,0.00006953378,0.00011312244,0.0001586658,0.00013864983],"domain_scores_gemma":[0.99547464,0.0026566917,0.0005907603,0.00035009635,0.0006568897,0.0002709363],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048684463,0.00077963574,0.00037785037,0.00031024648,0.00033584447,0.0003003382,0.0004949272,0.000913828,0.0028784042],"category_scores_gemma":[0.0028479563,0.00045413664,0.00035084205,0.00034564626,0.00062442326,0.0007125241,0.00030562008,0.0005810861,0.00037617682],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0057538482,0.0004139242,0.005260346,0.00019610088,0.000060261056,0.00046407717,0.00026753094,0.007643728,0.9741829,0.00008281069,0.00016992833,0.0055045285],"study_design_scores_gemma":[0.000028211218,0.0020613724,0.010767995,0.000009260018,0.000047075882,0.00007212821,0.00013029344,0.0026599132,0.98390627,0.000030081219,0.00026470728,0.000022632385],"about_ca_topic_score_codex":0.0012442458,"about_ca_topic_score_gemma":0.0022072163,"teacher_disagreement_score":0.0028784042,"about_ca_system_score_codex":0.00031303993,"about_ca_system_score_gemma":0.0002886466,"threshold_uncertainty_score":0.00962919},"labels":[],"label_agreement":null},{"id":"W4387721616","doi":"10.1016/j.engstruct.2023.117038","title":"Design-focused Interpretable Machine Learning Models for Compressive Capacity Prediction of Gusset Plate Connections","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University; Polytechnique Montréal; Lakehead University; University of Calgary","funders":"","keywords":"Bracing; Structural engineering; Compressive strength; Brittleness; Computer science; Beam (structure); Engineering","score_opus":0.04500927834099542,"score_gpt":0.2555817682151735,"score_spread":0.21057248987417806,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387721616","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.02386297,0.0002479862,0.9740044,0.00018636689,0.000017201412,0.000028084753,0.00015720312,0.0006542982,0.0008414898],"genre_scores_gemma":[0.88432425,0.00031419328,0.111889735,0.00010941294,0.000044724587,0.00019415955,0.00053884037,0.000090731424,0.0024939382],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99977154,0.00007543807,0.000011896964,0.00006705672,0.000048196816,0.00002595769],"domain_scores_gemma":[0.99907243,0.00062211097,0.00008723551,0.00007811399,0.00012346877,0.000016641297],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006362946,0.0009681479,0.0006007522,0.0004318914,0.00019459406,0.0006578809,0.00087441894,0.0010253418,0.0019087073],"category_scores_gemma":[0.0028430342,0.00042844526,0.00055828993,0.0003397399,0.00047049936,0.000723778,0.00049265055,0.0014367781,0.0005210618],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003215817,0.000033416152,0.00036872126,0.000031625015,0.000013274939,0.000023475644,0.000019009742,0.96235746,0.0026042243,0.001869575,0.00039169047,0.032255482],"study_design_scores_gemma":[8.2665775e-7,0.0000049299674,0.000038576654,0.0000015560378,0.0000014359822,0.0000023807484,0.000001171867,0.9990464,0.00027730592,0.00058116677,0.000043209904,0.0000010302098],"about_ca_topic_score_codex":0.0034441852,"about_ca_topic_score_gemma":0.0060915947,"teacher_disagreement_score":0.0034441852,"about_ca_system_score_codex":0.00051743863,"about_ca_system_score_gemma":0.00060197734,"threshold_uncertainty_score":0.0068482757},"labels":[],"label_agreement":null},{"id":"W4388039124","doi":"10.1016/j.engstruct.2023.117097","title":"Corrigendum to “Experimental testing of post-tensioned steel-timber hybrid frames equipped with energy-dissipating braces” [Eng. Struct. 296 (2023) 116960]","year":2023,"lang":"en","type":"erratum","venue":"Engineering Structures","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"struct; Structural engineering; Engineering; Steel frame; Computer science","score_opus":0.011441784565257506,"score_gpt":0.21989116646405663,"score_spread":0.2084493818987991,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388039124","genre_codex":"editorial","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0008250419,0.0025889347,0.0030835476,0.03931587,0.8941444,0.00020589387,0.0035268273,0.0011168348,0.055192646],"genre_scores_gemma":[0.008570236,0.0045918706,0.0041704588,0.030826513,0.046140797,0.00032201692,0.0045303395,0.0010137913,0.899834],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99485,0.0004075287,0.0004781253,0.00057960744,0.0032226404,0.00046205882],"domain_scores_gemma":[0.99132603,0.0012987565,0.0002740385,0.00055253186,0.0062452448,0.00030345708],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0020236145,0.0023083636,0.0022746061,0.004284026,0.005719374,0.0024715567,0.005497504,0.0077384925,0.13185018],"category_scores_gemma":[0.013510943,0.0014622296,0.0022200139,0.0026459391,0.0019508455,0.0020470766,0.0025224835,0.005077264,0.061143924],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000042372456,0.000019989884,0.00004874831,0.00010229351,0.000006844975,0.00021028616,0.00002167356,0.00009896574,0.00041078922,0.00076533563,0.99267864,0.0055940743],"study_design_scores_gemma":[0.000040540104,0.000071669914,0.002445211,0.00019137675,0.000039613155,0.00025679253,0.00012247014,0.00052269496,0.0017921282,0.0021786313,0.99226475,0.00007422185],"about_ca_topic_score_codex":0.06592982,"about_ca_topic_score_gemma":0.13262784,"teacher_disagreement_score":0.13185018,"about_ca_system_score_codex":0.0048029055,"about_ca_system_score_gemma":0.004423054,"threshold_uncertainty_score":0.44108278},"labels":[],"label_agreement":null},{"id":"W4388111311","doi":"10.1016/j.engstruct.2023.117095","title":"Practical evaluation of high-strength concrete corbels reinforced with GFRP bent bars","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University; University of Manitoba","funders":"","keywords":"Structural engineering; Fibre-reinforced plastic; Brittleness; Materials science; Reinforcement; Ductility (Earth science); Shear (geology); Composite material; Engineering; Creep","score_opus":0.018429422876278894,"score_gpt":0.2657953881635781,"score_spread":0.24736596528729923,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388111311","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9858889,0.00008797959,0.011242421,0.000025524385,0.000010507503,0.00004496147,0.000062850166,0.00015859707,0.0024782934],"genre_scores_gemma":[0.99446726,0.000054743363,0.004433883,0.0000032647363,0.000001947456,0.000009381413,0.000039381044,0.000012540438,0.0009776508],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990823,0.00020903579,0.000021336662,0.00012157339,0.0004807743,0.000084964144],"domain_scores_gemma":[0.99846506,0.0005251166,0.00008368344,0.0001860361,0.00060009613,0.00013999525],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000977281,0.0006712305,0.00032240056,0.0004752625,0.00049219833,0.00032176214,0.0009735874,0.0012761087,0.00210439],"category_scores_gemma":[0.0016590275,0.00029172364,0.00021212873,0.00034073505,0.00055890885,0.00050738716,0.0004582441,0.00026898427,0.0003559734],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013474752,0.00061731844,0.0063018445,0.0003095787,0.000016682345,0.00041434166,0.0004012197,0.068861105,0.8885564,0.0008176242,0.00021793548,0.03213856],"study_design_scores_gemma":[0.0001484929,0.009193841,0.02984708,0.000029637207,0.0000813951,0.00037091284,0.0006252071,0.24423306,0.71208626,0.00044802757,0.002879391,0.000056745066],"about_ca_topic_score_codex":0.002114234,"about_ca_topic_score_gemma":0.0052580507,"teacher_disagreement_score":0.002114234,"about_ca_system_score_codex":0.00053978956,"about_ca_system_score_gemma":0.00043141516,"threshold_uncertainty_score":0.0070399046},"labels":[],"label_agreement":null},{"id":"W4388318614","doi":"10.1016/j.engstruct.2023.117080","title":"Numerical modelling of dual function tanks for fire suppression and tuned liquid damper applications","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Fluid Dynamics Simulations and Interactions","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Guelph; McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Slosh dynamics; Engineering; Structural engineering; Damper","score_opus":0.009662646260324958,"score_gpt":0.22041176937886872,"score_spread":0.21074912311854377,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388318614","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.44493553,0.00058116816,0.4790319,0.0007324323,0.0001776653,0.00010490152,0.00031217677,0.0006347069,0.07348951],"genre_scores_gemma":[0.9731539,0.00016790583,0.014576369,0.00003624776,0.000014881526,0.000043727898,0.0000666884,0.00006828328,0.011872088],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99990463,0.000019665791,0.0000032109765,0.000014076304,0.000032966556,0.000025352674],"domain_scores_gemma":[0.99983263,0.00006826053,0.00002709329,0.000011044967,0.000037188034,0.000023834138],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017527817,0.00041586923,0.00048747525,0.00038983178,0.0005055556,0.0011588837,0.0008142669,0.0013876316,0.00378864],"category_scores_gemma":[0.00062150566,0.00033006113,0.0004046288,0.0003041075,0.00071455317,0.00068429037,0.0006765424,0.00061982445,0.00048431053],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003653322,0.00002324282,0.00019659076,0.000015858512,0.000004237569,0.000053507934,0.000024686864,0.98941386,0.0041687563,0.0041221557,0.0001638683,0.0017767332],"study_design_scores_gemma":[0.0000036378317,0.0000062572126,0.000042638654,0.0000017304147,9.2289315e-7,0.0000055515034,0.0000075683397,0.9988349,0.0005557235,0.0003238086,0.00021474287,0.0000023886282],"about_ca_topic_score_codex":0.005816556,"about_ca_topic_score_gemma":0.0038939924,"teacher_disagreement_score":0.005816556,"about_ca_system_score_codex":0.0007132541,"about_ca_system_score_gemma":0.0008331271,"threshold_uncertainty_score":0.012674272},"labels":[],"label_agreement":null},{"id":"W4388750472","doi":"10.1016/j.engstruct.2023.117165","title":"Towards reliable seismic fragility assessment of highway bridges with oblong columns considering the drift-based capacity directionality effect","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Fragility; Column (typography); Structural engineering; Displacement (psychology); Geology; Engineering; Physics","score_opus":0.0074475681351181084,"score_gpt":0.22052183054288768,"score_spread":0.21307426240776958,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388750472","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.54930717,0.0002467827,0.44709152,0.00009846941,0.000013593944,0.000030064455,0.0003230385,0.00021806927,0.0026712546],"genre_scores_gemma":[0.98432934,0.000104342726,0.014771304,0.000008999484,0.000007380568,0.000019935325,0.00018445191,0.00001438876,0.0005599643],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99978584,0.0000654033,0.000009722166,0.000033763157,0.00007498003,0.0000302962],"domain_scores_gemma":[0.99955887,0.00013080626,0.00008781406,0.00005015151,0.00014914402,0.000023157876],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005985898,0.0008779403,0.00043946932,0.0010333537,0.00021838673,0.0007025205,0.0006303639,0.000761541,0.00073254283],"category_scores_gemma":[0.001352452,0.00031525982,0.00042115373,0.0005073671,0.0003206741,0.00072473875,0.0007370063,0.00043366788,0.00025950762],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000067931906,0.000028928189,0.008771521,0.000051313986,0.00003766954,0.00009397518,0.000065074404,0.93313706,0.022247812,0.0017040229,0.00025340193,0.033541445],"study_design_scores_gemma":[0.0000014375437,0.000026513717,0.003567006,0.0000069859234,0.0000093682875,0.00001547049,0.000032414726,0.9929811,0.0023329356,0.0008670574,0.00015244051,0.0000073105307],"about_ca_topic_score_codex":0.0033027458,"about_ca_topic_score_gemma":0.00500004,"teacher_disagreement_score":0.0033027458,"about_ca_system_score_codex":0.0003268188,"about_ca_system_score_gemma":0.0006815364,"threshold_uncertainty_score":0.006567061},"labels":[],"label_agreement":null},{"id":"W4388816761","doi":"10.1016/j.engstruct.2023.117161","title":"Hysteretic and seismic performance of disc spring-based self-centering viscous dampers for improved seismic resilience","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":31,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"China Scholarship Council; Natural Sciences and Engineering Research Council of Canada; National Natural Science Foundation of China","keywords":"Damper; Structural engineering; Stiffness; Brace; Acceleration; Nonlinear system; Bracing; Resilience (materials science); Engineering; Seismic analysis; Materials science; Physics","score_opus":0.0036407332909106772,"score_gpt":0.1933658246039012,"score_spread":0.18972509131299053,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388816761","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9907075,0.00012999112,0.0072291857,0.000040192943,0.000018512794,0.000005927199,0.000028957376,0.00006372401,0.001775844],"genre_scores_gemma":[0.99873906,0.000021970642,0.0006662966,0.0000035523972,0.0000013986935,0.0000018208751,0.0000078325065,0.0000024093179,0.0005555962],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999571,0.00000857496,0.0000023718223,0.0000064788646,0.000017333181,0.000008131534],"domain_scores_gemma":[0.9998487,0.000053860473,0.00002809936,0.000020702697,0.000032156837,0.000016395152],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013574905,0.00016382967,0.00016430637,0.00017254622,0.00014135258,0.00019929805,0.0003145591,0.0002477827,0.0012117052],"category_scores_gemma":[0.0003048245,0.000064999025,0.00009908476,0.00008523492,0.0002004004,0.0001618213,0.00017195086,0.00012637356,0.00014103901],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0018837675,0.00031976818,0.0038537197,0.00030264462,0.000055614506,0.00030093116,0.00033303455,0.20178144,0.7327869,0.0031547076,0.0011922405,0.054035176],"study_design_scores_gemma":[0.0000401347,0.0009400783,0.005817936,0.00001629176,0.0000351401,0.00006937234,0.00009006184,0.8676715,0.123865336,0.00026689426,0.0011677998,0.000019371371],"about_ca_topic_score_codex":0.0004365726,"about_ca_topic_score_gemma":0.0006554861,"teacher_disagreement_score":0.0012117052,"about_ca_system_score_codex":0.00017186807,"about_ca_system_score_gemma":0.00008617173,"threshold_uncertainty_score":0.004053533},"labels":[],"label_agreement":null},{"id":"W4389119489","doi":"10.1016/j.engstruct.2023.117164","title":"Effect of boundary element detailing on the seismic performance of reinforced concrete masonry shear walls","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Masonry; Structural engineering; Shear wall; Ductility (Earth science); Hinge; Materials science; Masonry veneer; Shear (geology); Geotechnical engineering; Unreinforced masonry building; Flexural strength; Plastic hinge; Seismic loading; Geology; Engineering; Composite material; Creep","score_opus":0.004028751154030356,"score_gpt":0.19894270827036592,"score_spread":0.19491395711633555,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389119489","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9939319,0.000064825,0.005108394,0.000010477481,0.000007173,0.0000021354651,0.000017551098,0.000055864475,0.00080171466],"genre_scores_gemma":[0.9986399,0.000026949145,0.0010856902,0.0000031071818,0.000001766715,7.0974727e-7,0.00002543925,0.000012386496,0.00020399329],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997141,0.000080763115,0.000019481273,0.000029681296,0.00008086577,0.000075073025],"domain_scores_gemma":[0.9965467,0.0024018695,0.0003427467,0.00024365717,0.00029459863,0.0001704117],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006484001,0.0005097839,0.00052030967,0.00034602528,0.00032960362,0.0005398857,0.00029157405,0.0005949572,0.0014274463],"category_scores_gemma":[0.003453261,0.00030156018,0.00024472954,0.00029087602,0.00042929832,0.0004811991,0.00039582356,0.00043706145,0.00017671516],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0034927994,0.00029159267,0.011173265,0.00014046472,0.0000530326,0.00033352274,0.00026599452,0.69237983,0.25997332,0.00064054655,0.000121886194,0.031133788],"study_design_scores_gemma":[0.00006250235,0.0029445812,0.035544798,0.000045756846,0.00016772344,0.00027189174,0.00038250184,0.7040049,0.2555947,0.00027539174,0.0006532132,0.000051978914],"about_ca_topic_score_codex":0.0016211291,"about_ca_topic_score_gemma":0.0019305834,"teacher_disagreement_score":0.0016211291,"about_ca_system_score_codex":0.00019856762,"about_ca_system_score_gemma":0.00024292113,"threshold_uncertainty_score":0.0047752857},"labels":[],"label_agreement":null},{"id":"W4389262395","doi":"10.1016/j.engstruct.2023.117246","title":"Experimental and numerical investigation of two–span RC beams strengthened with fiber–reinforced cementitious matrix (FRCM)","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":25,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Structural engineering; Ductility (Earth science); Flexural strength; Composite material; Reinforced concrete; Engineering; Creep","score_opus":0.006643441390943732,"score_gpt":0.22347735809764527,"score_spread":0.21683391670670155,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389262395","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99712485,0.000041614374,0.00138218,0.000018983726,0.000012506691,0.000013884023,0.00012397174,0.000040398205,0.0012416502],"genre_scores_gemma":[0.99739194,0.000031466137,0.0016066137,0.0000067389883,0.0000037441573,0.000012236969,0.00007578052,0.000007682461,0.0008638232],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996668,0.000031910913,0.0000137298575,0.000063184096,0.00016134132,0.00006308331],"domain_scores_gemma":[0.9992555,0.00018633611,0.000111929214,0.00016325864,0.00022476749,0.00005813615],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00050513726,0.00034393536,0.00032784144,0.00036684074,0.0005511015,0.00016337402,0.00069169153,0.00076937507,0.0026874703],"category_scores_gemma":[0.00069771655,0.0002965559,0.0002950007,0.000327445,0.00084051245,0.00040161173,0.00031221876,0.00040068955,0.0002721489],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004339009,0.00060249935,0.0025148361,0.00010454199,0.000013617167,0.00017964558,0.0003037262,0.015186405,0.97642386,0.00046371983,0.0002646511,0.0035086146],"study_design_scores_gemma":[0.00008537844,0.0027595807,0.0397514,0.000019924853,0.000054621203,0.0002627487,0.00039842978,0.11385685,0.84068096,0.00017934317,0.0018938116,0.000057003213],"about_ca_topic_score_codex":0.0020730786,"about_ca_topic_score_gemma":0.0022997851,"teacher_disagreement_score":0.0026874703,"about_ca_system_score_codex":0.00025937133,"about_ca_system_score_gemma":0.00023038543,"threshold_uncertainty_score":0.008990526},"labels":[],"label_agreement":null},{"id":"W4389413996","doi":"10.1016/j.engstruct.2023.117239","title":"Seismic performance of precast multi-segment columns with grouted sleeves: Experimental and numerical investigations","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"","keywords":"Precast concrete; Structural engineering; Dissipation; Ductility (Earth science); Column (typography); Prefabrication; Geotechnical engineering; Foundation (evidence); Displacement (psychology); Deformation (meteorology); Engineering; Finite element method; Materials science; Connection (principal bundle); Creep; Composite material","score_opus":0.010860857126234564,"score_gpt":0.21427163584468037,"score_spread":0.20341077871844582,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389413996","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99917585,0.00001943765,0.00050214713,0.0000048381503,0.0000018317581,0.0000021125713,0.000033076667,0.000015086115,0.00024575158],"genre_scores_gemma":[0.99911755,0.000022575992,0.00045750846,0.0000022693105,0.0000010047559,0.0000018398551,0.00004132249,0.000004032303,0.00035198222],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99979216,0.000029111647,0.0000074564373,0.000033238968,0.00008506871,0.000052922922],"domain_scores_gemma":[0.9992205,0.00027888227,0.00013438222,0.00009533954,0.00012880802,0.00014216025],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031099925,0.00040648185,0.00030606825,0.0004626479,0.00031820728,0.00026268497,0.0005823222,0.00063476706,0.0014445825],"category_scores_gemma":[0.0007008567,0.0003132501,0.00019303565,0.00041226426,0.0006872257,0.0002561832,0.00031165642,0.00027662775,0.00022133238],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0017532561,0.00062338635,0.009020493,0.0001240604,0.000047286743,0.00039051395,0.00039490566,0.12634581,0.85040617,0.00038514327,0.00022305225,0.010285955],"study_design_scores_gemma":[0.00012373873,0.006516455,0.056257762,0.00005040871,0.000103580925,0.00037736798,0.0007409046,0.37679452,0.55798274,0.00018587841,0.0008074483,0.00005921889],"about_ca_topic_score_codex":0.0027056618,"about_ca_topic_score_gemma":0.0036741127,"teacher_disagreement_score":0.0027056618,"about_ca_system_score_codex":0.00022758324,"about_ca_system_score_gemma":0.00026264117,"threshold_uncertainty_score":0.005379796},"labels":[],"label_agreement":null},{"id":"W4389498837","doi":"10.1016/j.engstruct.2023.117276","title":"Explainable machine learning model for predicting punching shear strength of FRC flat slabs","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":45,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University; Polytechnique Montréal","funders":"China Scholarship Council","keywords":"Structural engineering; Punching; Slab; Hyperparameter; Sensitivity (control systems); Shear (geology); Shear strength (soil); Reinforced concrete; Computer science; Materials science; Engineering; Geology; Composite material; Machine learning","score_opus":0.010145928581786272,"score_gpt":0.2175335714616818,"score_spread":0.20738764287989553,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389498837","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6335563,0.000545518,0.35843557,0.0006977651,0.00007677224,0.000048167534,0.0013673875,0.0012441326,0.004028394],"genre_scores_gemma":[0.98885685,0.00007387459,0.008619879,0.00002870487,0.00001616968,0.00004189751,0.00039039145,0.000021396052,0.0019509792],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99989057,0.000023552257,0.0000055420273,0.000040386738,0.000017370105,0.000022635557],"domain_scores_gemma":[0.99942136,0.00036085874,0.000072932424,0.000033471435,0.000094698036,0.000016727317],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038345627,0.000581,0.0004465409,0.0005771374,0.00029579943,0.0004775337,0.000990919,0.0011467143,0.002106865],"category_scores_gemma":[0.0013332462,0.00034259429,0.00056079443,0.00036344782,0.00039068688,0.000545464,0.00030531953,0.00085062004,0.00028938564],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00001612881,0.000017827953,0.0010121948,0.000008047092,0.000010288658,0.000027605392,0.000009634838,0.993792,0.0004197258,0.0009818607,0.00018933279,0.0035154358],"study_design_scores_gemma":[9.0814746e-7,0.0000020758678,0.00016712853,4.4357816e-7,0.000001209856,0.0000014452557,6.5117007e-7,0.99951136,0.000037605518,0.0002600647,0.000016346288,7.4800903e-7],"about_ca_topic_score_codex":0.025661884,"about_ca_topic_score_gemma":0.02009868,"teacher_disagreement_score":0.025661884,"about_ca_system_score_codex":0.0009311443,"about_ca_system_score_gemma":0.0006732903,"threshold_uncertainty_score":0.051025033},"labels":[],"label_agreement":null},{"id":"W4389762476","doi":"10.1016/j.engstruct.2023.117312","title":"Experimental and nonlinear analytical of the flexural performance of timber-filled steel tubular composite beams","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of New Brunswick","funders":"Ministry of Housing and Urban-Rural Development; National Natural Science Foundation of China","keywords":"Materials science; Flexural strength; Composite material; Composite number; Bearing capacity; Epoxy; Structural engineering; Beam (structure); Deflection (physics); Three point flexural test; Stiffness; Bending; Bending stiffness; Deformation (meteorology); Adhesive; Layer (electronics); Engineering","score_opus":0.005348845656646619,"score_gpt":0.21010164061296954,"score_spread":0.20475279495632293,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389762476","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9958519,0.00002996312,0.001674072,0.000015349955,0.0000033083427,0.000005092542,0.000077450866,0.000033766988,0.0023091584],"genre_scores_gemma":[0.9983955,0.000020945632,0.00039464107,0.0000023484597,0.0000014549302,0.0000035723676,0.000035340243,0.00000580129,0.0011404414],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99985313,0.000017257786,0.000003006743,0.000020710491,0.00007531087,0.000030566],"domain_scores_gemma":[0.9996087,0.00018177133,0.000045421606,0.00004632882,0.00009379247,0.000024001107],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025800493,0.00027717187,0.00016539899,0.00026224807,0.00028380164,0.00012599827,0.0004272922,0.00031458758,0.0036470073],"category_scores_gemma":[0.0005752449,0.0001771663,0.00016761773,0.00025067816,0.0005436956,0.00029076813,0.00022821751,0.0002687638,0.00038171324],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00045487375,0.00019711096,0.0021436242,0.00006745914,0.000008155986,0.00008177517,0.00022342072,0.024506848,0.9657993,0.00072414556,0.00020063647,0.0055926717],"study_design_scores_gemma":[0.000058995993,0.0012295194,0.046677556,0.000018449195,0.000019388524,0.00016426409,0.00025173076,0.27131516,0.6787382,0.00039291088,0.0010978635,0.000035985955],"about_ca_topic_score_codex":0.0021000148,"about_ca_topic_score_gemma":0.0036171544,"teacher_disagreement_score":0.0036470073,"about_ca_system_score_codex":0.00035979427,"about_ca_system_score_gemma":0.000205733,"threshold_uncertainty_score":0.012200415},"labels":[],"label_agreement":null},{"id":"W4390242489","doi":"10.1016/j.engstruct.2023.117333","title":"Finite element analysis of a light-frame wood panelized gable roof","year":2023,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Roof; Finite element method; Joist; Structural load; Shear wall; Deflection (physics); Shear (geology); Engineering; Masonry veneer; Geotechnical engineering; Geology; Masonry","score_opus":0.008701435659321289,"score_gpt":0.1984868880436599,"score_spread":0.1897854523843386,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390242489","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8978956,0.00014714751,0.08589078,0.00015276046,0.00003078731,0.000047784008,0.00028991577,0.00034375236,0.015201472],"genre_scores_gemma":[0.98594683,0.00006360283,0.009696821,0.000017413302,0.0000031885716,0.000020228179,0.0001261259,0.000045931087,0.0040800055],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999014,0.00001901583,0.0000033893643,0.000013424296,0.000040625215,0.000022113765],"domain_scores_gemma":[0.9998616,0.00006023415,0.000014623909,0.000015561207,0.00003134329,0.000016521339],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001684586,0.00035180146,0.0005283049,0.00047696897,0.0005510931,0.00063776906,0.0007463366,0.0011911795,0.0030610296],"category_scores_gemma":[0.00037960653,0.00032791425,0.00042129008,0.0003039823,0.0006772255,0.00020576987,0.00037074622,0.00038705303,0.00040644052],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000106793246,0.00007238559,0.0012043775,0.00005002445,0.000023261091,0.00025134126,0.000106402666,0.96312547,0.026024245,0.002035608,0.00028231367,0.006717776],"study_design_scores_gemma":[0.000007855104,0.000041802592,0.0012947223,0.0000072808193,0.000007930655,0.00003252008,0.000089572735,0.9953283,0.0025315706,0.00014537855,0.000505505,0.0000075661046],"about_ca_topic_score_codex":0.01137197,"about_ca_topic_score_gemma":0.011794665,"teacher_disagreement_score":0.01137197,"about_ca_system_score_codex":0.00042530807,"about_ca_system_score_gemma":0.00083974755,"threshold_uncertainty_score":0.022611558},"labels":[],"label_agreement":null},{"id":"W4390848326","doi":"10.1016/j.engstruct.2023.117370","title":"Numerical assessment of TMS 402/602-22 and CSA S304-14 seismic design provisions for partially grouted reinforced masonry shear walls failing in flexure","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Masonry; Seismic analysis; Structural engineering; Shear (geology); Engineering; Geotechnical engineering; Geology","score_opus":0.008245131278040246,"score_gpt":0.2387174254798468,"score_spread":0.23047229420180657,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390848326","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9731664,0.00004085705,0.011262032,0.00007274547,0.000016024114,0.00004418712,0.00024199169,0.00015839386,0.01499741],"genre_scores_gemma":[0.99389124,0.000017039994,0.0042876313,0.000008637038,0.0000026896523,0.000016893671,0.000092520044,0.000018587862,0.001664732],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99972993,0.00007993727,0.00001533979,0.000026807878,0.00010068301,0.000047208396],"domain_scores_gemma":[0.9988404,0.0006436629,0.00011316571,0.00007500698,0.00024110015,0.00008674053],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007170386,0.00042573095,0.0004936069,0.0009394085,0.00056661724,0.0005693039,0.0007861928,0.0013024042,0.004366976],"category_scores_gemma":[0.0023363181,0.00039178942,0.00043215006,0.00052474963,0.0006794274,0.00028165895,0.00037742557,0.00039777675,0.00040239468],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00032213583,0.00017937736,0.0045896852,0.000056066812,0.000010567858,0.00016159327,0.00010244806,0.97274166,0.009564809,0.0013926274,0.00056288,0.010316211],"study_design_scores_gemma":[0.000047635593,0.00022793259,0.004109746,0.0000110869305,0.000012688725,0.000030122861,0.00012062516,0.99298733,0.001909729,0.00016133396,0.00037113164,0.000010543175],"about_ca_topic_score_codex":0.011402693,"about_ca_topic_score_gemma":0.022176132,"teacher_disagreement_score":0.011402693,"about_ca_system_score_codex":0.0009033538,"about_ca_system_score_gemma":0.0008096093,"threshold_uncertainty_score":0.022672653},"labels":[],"label_agreement":null},{"id":"W4390959494","doi":"10.1016/j.engstruct.2024.117507","title":"Flexural strengthening of one-way reinforced concrete slabs using near surface-mounted BFRP bars","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Qatar National Library; Qingdao University of Science and Technology; Qatar University","keywords":"Flexural strength; Reinforcement; Materials science; Composite material; Ductility (Earth science); Cracking; Yield (engineering); Structural engineering; Epoxy; Beam (structure); Creep; Engineering","score_opus":0.011910154836839791,"score_gpt":0.2401444549459062,"score_spread":0.2282343001090664,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390959494","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99798465,0.00015878785,0.001595326,0.0000038692515,0.0000021586538,0.0000034029447,0.000009237433,0.000019535291,0.00022306014],"genre_scores_gemma":[0.99752694,0.00012485767,0.0020001277,0.0000031576747,0.0000017763056,0.000002860499,0.000020459498,0.0000030319834,0.00031682354],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998024,0.000030347539,0.000009916919,0.000030462335,0.00009621691,0.000030735326],"domain_scores_gemma":[0.9998035,0.00002376159,0.0000891061,0.000022523598,0.000038882044,0.000022213686],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022456727,0.00059028354,0.000280254,0.00027322522,0.00014013481,0.0001055204,0.0003266347,0.00024339152,0.0005871041],"category_scores_gemma":[0.00022525994,0.00018937692,0.00028507755,0.00011696596,0.00028779695,0.00024469336,0.00025760673,0.00022043793,0.00018556816],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007119746,0.000017938146,0.0013078013,0.000054416676,0.0000095897,0.00005907956,0.000040534836,0.0013762071,0.9942926,0.000022091688,0.000007936642,0.002740485],"study_design_scores_gemma":[0.000013168261,0.0024950393,0.043017283,0.000030119229,0.000074000964,0.00044782166,0.00010934215,0.00839347,0.9443826,0.000042530293,0.0009758171,0.000018846802],"about_ca_topic_score_codex":0.00080610625,"about_ca_topic_score_gemma":0.0025725865,"teacher_disagreement_score":0.00080610625,"about_ca_system_score_codex":0.000115802235,"about_ca_system_score_gemma":0.00013083579,"threshold_uncertainty_score":0.0019640923},"labels":[],"label_agreement":null},{"id":"W4390959617","doi":"10.1016/j.engstruct.2024.117474","title":"Self-centering mass timber structures: A review on recent research progress","year":2024,"lang":"en","type":"review","venue":"Engineering Structures","topic":"Tree Root and Stability Studies","field":"Engineering","cited_by":44,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Resilience (materials science); Architectural engineering; Popularity; Engineering; Field (mathematics); Construction engineering; Computer science; Risk analysis (engineering); Forensic engineering; Civil engineering; Business","score_opus":0.06285056678666871,"score_gpt":0.37139695834711967,"score_spread":0.30854639156045094,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390959617","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00014759717,0.99907935,0.00019957825,0.000059776652,0.000082138125,0.000003826113,0.000019394205,0.0000046044106,0.00040367545],"genre_scores_gemma":[0.00074011873,0.9985032,0.00034589134,0.000068962545,0.00009308669,0.000004628577,0.000026008287,0.0000018225228,0.00021623664],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99975604,0.000027074555,0.000043222455,0.00007141254,0.000080860686,0.000021371869],"domain_scores_gemma":[0.9993722,0.00035850325,0.00009556995,0.00001684378,0.00012450486,0.000032406788],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00080237945,0.0013557987,0.0023033242,0.0033185396,0.00030155733,0.0014682952,0.0010795915,0.001306992,0.004089085],"category_scores_gemma":[0.0011730549,0.00056708266,0.0008753064,0.0040096478,0.00063199474,0.0019021408,0.0008146484,0.0010877174,0.0015182319],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009967612,0.00011210179,0.00033444952,0.055583045,0.00014161605,0.00013601159,0.000081828235,0.0009874178,0.002617933,0.0047086836,0.011936765,0.92326045],"study_design_scores_gemma":[0.0000465017,0.00030226828,0.0017257166,0.01682842,0.000733596,0.0011596243,0.00023419893,0.0005102082,0.0014377495,0.004610345,0.9723265,0.000084915606],"about_ca_topic_score_codex":0.0015238558,"about_ca_topic_score_gemma":0.0029400229,"teacher_disagreement_score":0.004089085,"about_ca_system_score_codex":0.00049561105,"about_ca_system_score_gemma":0.0013733682,"threshold_uncertainty_score":0.013679385},"labels":[],"label_agreement":null},{"id":"W4391050995","doi":"10.1016/j.engstruct.2024.117530","title":"Experimental and machine learning study on a novel high-performance hybrid steel-grout connector for cross-laminated timber panels under pre-yield cyclic loads","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Cable gland; Grout; Structural engineering; Yield (engineering); Engineering; Cross laminated timber; Materials science; Composite material; Mechanical engineering","score_opus":0.017122207314726016,"score_gpt":0.2395369774101475,"score_spread":0.2224147700954215,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391050995","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99319226,0.000056219753,0.0061183595,0.00002675711,0.0000124516155,0.0000158317,0.00007095885,0.00006874977,0.00043839245],"genre_scores_gemma":[0.9954638,0.000037678463,0.0039312392,0.00000837227,0.0000038710004,0.000015251347,0.00007468209,0.000009627071,0.000455418],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99962926,0.000057100562,0.000019199228,0.00008510775,0.00015868047,0.00005058265],"domain_scores_gemma":[0.99942553,0.00014758918,0.00009712052,0.000068803776,0.00022349662,0.000037436654],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00061269855,0.0005276924,0.0003732053,0.0004483481,0.000318866,0.00027279393,0.00047644344,0.00052555953,0.0012163358],"category_scores_gemma":[0.00089993636,0.00017080062,0.0002466647,0.00048924674,0.00045771847,0.00036220902,0.00023942125,0.00026025242,0.0003243332],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00031103994,0.00038485747,0.008675177,0.00023026587,0.00003187571,0.00053906604,0.0002826501,0.039779585,0.9190898,0.00027693028,0.00050175353,0.029897014],"study_design_scores_gemma":[0.000024576388,0.004137942,0.083100736,0.000021915237,0.000054216474,0.00044100996,0.00044424215,0.30032998,0.60927534,0.00023128247,0.0018565133,0.00008227863],"about_ca_topic_score_codex":0.000869587,"about_ca_topic_score_gemma":0.002471404,"teacher_disagreement_score":0.0012163358,"about_ca_system_score_codex":0.00023679572,"about_ca_system_score_gemma":0.00023228672,"threshold_uncertainty_score":0.0040690303},"labels":[],"label_agreement":null},{"id":"W4391147085","doi":"10.1016/j.engstruct.2024.117554","title":"Corrigendum to “Finite element analysis of a light-frame wood panelized gable roof” [Eng Struct 302 (2024) 117333]","year":2024,"lang":"en","type":"erratum","venue":"Engineering Structures","topic":"Structural Analysis of Composite Materials","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"struct; Structural engineering; Finite element method; Gable; Roof; Frame (networking); Engineering; Mechanical engineering; Computer science","score_opus":0.007830650934793291,"score_gpt":0.21891541243644871,"score_spread":0.21108476150165542,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391147085","genre_codex":"editorial","genre_gemma":"other","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"other","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00051509414,0.0029197882,0.005679466,0.036071762,0.8804101,0.0001786947,0.0035824198,0.0012643377,0.06937828],"genre_scores_gemma":[0.0044053816,0.003343085,0.0060322364,0.01854623,0.043477878,0.0002015745,0.004104049,0.0011790694,0.91871053],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.99660444,0.00042090422,0.00031511494,0.0004165587,0.0019991843,0.00024382774],"domain_scores_gemma":[0.9922346,0.0010409834,0.0001704434,0.00038727734,0.005921869,0.00024480285],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016507817,0.0020293465,0.0022180744,0.00435486,0.004426207,0.0031529032,0.0040547247,0.005779427,0.17843415],"category_scores_gemma":[0.013637375,0.0012230037,0.002210834,0.0025923229,0.0014858687,0.0020701017,0.0020280406,0.00459008,0.08518633],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002414847,0.0000101066635,0.000033466582,0.00005958319,0.0000050910403,0.00007249403,0.000010495887,0.00014732756,0.00012179349,0.0010856909,0.9928058,0.0056240396],"study_design_scores_gemma":[0.000021422877,0.000028173432,0.0010942016,0.00011481464,0.000022683413,0.00015866134,0.000057468642,0.0010577524,0.00051916315,0.0028457185,0.99404,0.000039979444],"about_ca_topic_score_codex":0.09174134,"about_ca_topic_score_gemma":0.15640073,"teacher_disagreement_score":0.17843415,"about_ca_system_score_codex":0.0043940367,"about_ca_system_score_gemma":0.0035431113,"threshold_uncertainty_score":0.5969217},"labels":[],"label_agreement":null},{"id":"W4391155257","doi":"10.1016/j.engstruct.2024.117529","title":"Integrated control strategy for the vibration mitigation of wind turbines based on pitch angle control and TMDI systems","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Vibration Control and Rheological Fluids","field":"Engineering","cited_by":32,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Vibration control; Wind power; Vibration; Pitch control; Control theory (sociology); Structural engineering; Control (management); Engineering; Computer science; Acoustics; Physics; Electrical engineering","score_opus":0.005704156984560651,"score_gpt":0.19685405374896173,"score_spread":0.19114989676440108,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391155257","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.080234416,0.00062185066,0.91039026,0.00015464281,0.00024551974,0.00007748191,0.00003950519,0.00045057066,0.007785769],"genre_scores_gemma":[0.97142506,0.00012426513,0.025969861,0.00005271924,0.000052491072,0.000047035013,0.000035897676,0.000010783793,0.002281941],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99983954,0.000019490928,0.0000119400565,0.000044589022,0.000052242023,0.000032184147],"domain_scores_gemma":[0.99987316,0.000018425158,0.000024209021,0.000012084987,0.000058284433,0.000013835067],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018228455,0.0004642544,0.00044234266,0.00022509291,0.00035206872,0.00048122727,0.00054721505,0.0002927068,0.001935298],"category_scores_gemma":[0.00021300348,0.00015382268,0.00023542094,0.00019488616,0.00017666258,0.00032271823,0.0004933237,0.00042349825,0.00024375985],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011136057,0.00042873956,0.002437847,0.0005434001,0.00016073257,0.00031270785,0.0002404504,0.24302594,0.26531637,0.010354982,0.003192567,0.4728726],"study_design_scores_gemma":[0.0000717329,0.0007195534,0.0018669136,0.000019254703,0.00005959254,0.00008740711,0.000050504877,0.9742799,0.019048775,0.0009842485,0.0027936033,0.000018573097],"about_ca_topic_score_codex":0.0011747864,"about_ca_topic_score_gemma":0.002019036,"teacher_disagreement_score":0.001935298,"about_ca_system_score_codex":0.0001585355,"about_ca_system_score_gemma":0.00032885035,"threshold_uncertainty_score":0.0064742565},"labels":[],"label_agreement":null},{"id":"W4391707460","doi":"10.1016/j.engstruct.2024.117582","title":"Reversed cyclic testing of high-capacity light wood frame shear walls with two and three rows of nails","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Tree Root and Stability Studies","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"FPInnovations; University of Victoria","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Shear wall; Structural engineering; Shear (geology); Stiffness; Geotechnical engineering; Row; Materials science; Ductility (Earth science); Direct shear test; Composite material; Engineering; Computer science","score_opus":0.008886951322790179,"score_gpt":0.18885398698758596,"score_spread":0.17996703566479577,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391707460","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9976629,0.000040279356,0.0014554866,0.000007900517,0.00001809043,0.000010705026,0.000053843585,0.000023308681,0.00072749803],"genre_scores_gemma":[0.99836737,0.000019455309,0.0006702701,0.000008715585,0.000004054817,0.000011831805,0.000051321254,0.0000102668155,0.0008567569],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994685,0.00006346612,0.000031111853,0.000089957764,0.00020430534,0.00014264401],"domain_scores_gemma":[0.9988746,0.00035807997,0.00011830824,0.00018950462,0.00031224338,0.0001471974],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004355718,0.0005776101,0.00022192555,0.00046982127,0.0003556503,0.00024729557,0.0007044422,0.0005914056,0.0035033422],"category_scores_gemma":[0.0010855742,0.0003414156,0.0002700759,0.0002995655,0.00080267806,0.00042765366,0.0003879679,0.00046927566,0.00028591047],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008163604,0.00017457691,0.0017940209,0.000050478542,0.000009170191,0.00012491236,0.00035000016,0.0021314067,0.98752415,0.00022000297,0.00011101019,0.0066938037],"study_design_scores_gemma":[0.00005906223,0.0033819966,0.02865137,0.000016793803,0.000039993167,0.000117255026,0.0004173582,0.010798455,0.95532906,0.00015108529,0.0009949298,0.00004256187],"about_ca_topic_score_codex":0.0019451557,"about_ca_topic_score_gemma":0.004459751,"teacher_disagreement_score":0.0035033422,"about_ca_system_score_codex":0.00028724983,"about_ca_system_score_gemma":0.0004182192,"threshold_uncertainty_score":0.0117198825},"labels":[],"label_agreement":null},{"id":"W4391796496","doi":"10.1016/j.engstruct.2024.117637","title":"Simplified load-deflection analytical model for partially composite insulated concrete wall panels under flexural loading","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Cable gland; Structural engineering; Composite number; Deflection (physics); Reinforcement; Materials science; Parametric statistics; Composite material; Curvature; Flexural strength; Sandwich-structured composite; Engineering; Mathematics","score_opus":0.022443816864547717,"score_gpt":0.2657889620921162,"score_spread":0.2433451452275685,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391796496","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.18798307,0.0006899408,0.7143899,0.00049774157,0.00020195662,0.00015061107,0.0007837605,0.0009546381,0.094348416],"genre_scores_gemma":[0.9455137,0.000424818,0.011262597,0.000109515924,0.000044946275,0.000114706054,0.00024919256,0.00012605109,0.04215439],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998142,0.000036126286,0.000005964889,0.000037921596,0.00007409848,0.000031688123],"domain_scores_gemma":[0.99987054,0.00003336471,0.000021032105,0.000015863729,0.000048137917,0.000011027609],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016333805,0.00069810695,0.00074464927,0.0005288684,0.0005862849,0.0007860868,0.0017405446,0.002174722,0.0055541135],"category_scores_gemma":[0.00044303387,0.0005662134,0.00073728943,0.00044637194,0.0007792395,0.0009013063,0.00053516217,0.0005939563,0.0010104048],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019973311,0.000020524994,0.00018522683,0.000038631748,0.000010310562,0.00026113374,0.00007487938,0.9819479,0.008400787,0.005939926,0.00037333605,0.0027273244],"study_design_scores_gemma":[0.0000025235295,0.000006470168,0.00013701271,0.0000038522116,0.0000036636966,0.000021786685,0.000012230423,0.99857104,0.00036522528,0.0006104595,0.0002613157,0.000004386259],"about_ca_topic_score_codex":0.010490433,"about_ca_topic_score_gemma":0.009214449,"teacher_disagreement_score":0.010490433,"about_ca_system_score_codex":0.00076656044,"about_ca_system_score_gemma":0.0007429389,"threshold_uncertainty_score":0.020858765},"labels":[],"label_agreement":null},{"id":"W4391796518","doi":"10.1016/j.engstruct.2024.117597","title":"Finite element-based reliability analysis of reinforced concrete masonry walls under eccentric axial loading considering slenderness effects","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Probabilistic and Robust Engineering Design","field":"Decision Sciences","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Masonry; Finite element method; Buckling; Eccentricity (behavior); Limit state design; Reliability (semiconductor); Engineering; Geotechnical engineering; Computer science; Physics","score_opus":0.023616150918752455,"score_gpt":0.2824494034454404,"score_spread":0.25883325252668793,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391796518","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.78929996,0.00032347543,0.2062821,0.00010709884,0.000023791537,0.000021046459,0.00006814125,0.00018697082,0.003687451],"genre_scores_gemma":[0.99404305,0.000050910763,0.0053677703,0.000004889986,0.000003113138,0.000008478107,0.000028382574,0.000013506951,0.00048009763],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997936,0.0000739736,0.000009703437,0.000024661666,0.00006946752,0.000028702969],"domain_scores_gemma":[0.9988772,0.00069273054,0.00014189542,0.00006865718,0.00018501429,0.000034414883],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00075350865,0.0005079219,0.00075565756,0.000957495,0.00027837817,0.0004313148,0.00084038585,0.0009677611,0.0007931155],"category_scores_gemma":[0.001708801,0.0005572086,0.0005732671,0.000340492,0.0007071542,0.00048507375,0.00040700662,0.00033626045,0.00014905051],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000037526777,0.000019520767,0.00086597196,0.000023174123,0.000013213892,0.0000741521,0.000030907308,0.9914723,0.0038887733,0.00075625913,0.00004742911,0.0027707377],"study_design_scores_gemma":[0.0000010761073,0.000010642232,0.00037996625,0.0000023541788,0.0000043483997,0.0000071717063,0.000006252172,0.99904925,0.00039952644,0.00011661701,0.000020549842,0.0000022115125],"about_ca_topic_score_codex":0.0035891694,"about_ca_topic_score_gemma":0.0030923984,"teacher_disagreement_score":0.0035891694,"about_ca_system_score_codex":0.00037438638,"about_ca_system_score_gemma":0.00048013247,"threshold_uncertainty_score":0.0071365833},"labels":[],"label_agreement":null},{"id":"W4391873783","doi":"10.1016/j.engstruct.2024.117643","title":"Seismic resilience assessment of extended pile shaft supported coastal bridges considering scour and uniform corrosion effects","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":50,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada; Hong Kong Polytechnic University; Research Grants Council, University Grants Committee","keywords":"Corrosion; Bridge (graph theory); Geotechnical engineering; Structural engineering; Resilience (materials science); Pile; Engineering; Prestressed concrete; Environmental science; Civil engineering; Geology; Materials science","score_opus":0.004912557202476808,"score_gpt":0.2385599939843554,"score_spread":0.2336474367818786,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391873783","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9920292,0.000063890606,0.006151841,0.000024838713,0.0000052176565,0.000005704661,0.000048611346,0.000033142976,0.001637485],"genre_scores_gemma":[0.99926156,0.000021937945,0.0002818921,0.0000014556009,0.0000011589854,0.0000015384696,0.000018152296,0.0000024194846,0.00040972777],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999923,0.000014333392,0.0000029180544,0.000011502582,0.000020817446,0.00002741218],"domain_scores_gemma":[0.99982965,0.000048891645,0.000037565904,0.00001544891,0.000045346762,0.000023140989],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022740668,0.0005023997,0.00036818418,0.0005977437,0.00022179924,0.00036455653,0.00043850136,0.0006021142,0.0012685154],"category_scores_gemma":[0.0004311814,0.00018694416,0.0005229241,0.00029516302,0.00027364184,0.000291715,0.0004164044,0.00019996484,0.00015194404],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00036511142,0.00007201843,0.01000913,0.00007688419,0.00008024588,0.0014352842,0.00010568401,0.9398155,0.03351284,0.0010500829,0.0002523235,0.013224892],"study_design_scores_gemma":[0.000008257839,0.00020685316,0.0130885495,0.000010294792,0.00005910712,0.00012127182,0.00014305854,0.9819115,0.0039983713,0.0002821909,0.00015651727,0.000014024357],"about_ca_topic_score_codex":0.0050272807,"about_ca_topic_score_gemma":0.0064025773,"teacher_disagreement_score":0.0050272807,"about_ca_system_score_codex":0.00043650225,"about_ca_system_score_gemma":0.00034109355,"threshold_uncertainty_score":0.009996057},"labels":[],"label_agreement":null},{"id":"W4391906209","doi":"10.1016/j.engstruct.2024.117634","title":"Thick-shell finite element analysis of reinforced concrete flat plates with non-uniform connection stresses","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada; University of Waterloo","keywords":"Structural engineering; Slab; Finite element method; Punching; Shell (structure); Shear (geology); Connection (principal bundle); Shear stress; Nonlinear system; Materials science; Engineering; Composite material; Physics","score_opus":0.0052699776396122255,"score_gpt":0.20765559961824137,"score_spread":0.20238562197862914,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391906209","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5000469,0.000071561146,0.4973842,0.000019040986,0.0000092139,0.00004092886,0.00008640801,0.00021715793,0.0021246152],"genre_scores_gemma":[0.9368466,0.00004970792,0.061426956,0.00000575905,0.0000018784311,0.0000439391,0.00009957226,0.000036699716,0.0014887765],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99983764,0.00004295857,0.000010222305,0.000023365907,0.00007150662,0.000014243763],"domain_scores_gemma":[0.9996395,0.00017156823,0.00006912291,0.000048914615,0.00005778967,0.000013024375],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033526224,0.00054012175,0.00027610367,0.00034969937,0.000140923,0.00025277073,0.0005365834,0.00047926343,0.0006273038],"category_scores_gemma":[0.00086658896,0.00032147026,0.00040801376,0.00014748548,0.0005018146,0.0002838073,0.00033458593,0.00020539353,0.00018822479],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00003981936,0.000018111976,0.0013659401,0.00004402157,0.000014389936,0.00007430005,0.000054753138,0.9465947,0.045039352,0.0008083717,0.000027893306,0.00591829],"study_design_scores_gemma":[0.0000020951247,0.000024374587,0.00064334925,0.0000033185986,0.0000025586053,0.000018868248,0.00000997828,0.9935463,0.005521807,0.00012488545,0.00009904809,0.0000033730262],"about_ca_topic_score_codex":0.001639194,"about_ca_topic_score_gemma":0.0024224322,"teacher_disagreement_score":0.001639194,"about_ca_system_score_codex":0.00015306068,"about_ca_system_score_gemma":0.0003201389,"threshold_uncertainty_score":0.0032593012},"labels":[],"label_agreement":null},{"id":"W4391908108","doi":"10.1016/j.engstruct.2024.117661","title":"Axial compressive performance of masonry columns strengthened with ECC jacket and FRP strips","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Henan Provincial Science and Technology Research Project; National Development and Reform Commission; Postdoctoral Research Foundation of China; Excellent Youth Foundation of Heilongjiang Province of China; China Postdoctoral Science Foundation; National Natural Science Foundation of China","keywords":"Fibre-reinforced plastic; STRIPS; Materials science; Structural engineering; Composite material; Ultimate tensile strength; Masonry; Compression (physics); Compressive strength; Deformation (meteorology); Ultimate load; Finite element method; Engineering","score_opus":0.0040930090208897265,"score_gpt":0.1822270085063011,"score_spread":0.1781339994854114,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391908108","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986355,0.0000437685,0.00021392944,0.000010378377,0.0000059278527,0.0000016656313,0.00004842542,0.00001635252,0.0010239999],"genre_scores_gemma":[0.9988858,0.000021090871,0.000098464276,0.0000043665614,0.0000015482627,0.0000011086556,0.00004880358,0.0000029695009,0.00093579554],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997756,0.000022262395,0.000008837314,0.000031181393,0.00009753776,0.000064715794],"domain_scores_gemma":[0.99930775,0.0001918955,0.00009951174,0.00004727436,0.00023149775,0.00012209723],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025286135,0.0003282749,0.00020143394,0.00039751938,0.00028724023,0.0002082118,0.000385545,0.00042000052,0.002542476],"category_scores_gemma":[0.0006624281,0.00017283208,0.00016733444,0.00022727424,0.0004972959,0.00020447903,0.00028379404,0.00027754204,0.0003098492],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0029604435,0.0002864958,0.00859474,0.00014049365,0.00003469505,0.00042544815,0.00026447125,0.043864314,0.92899626,0.00045726608,0.0005724774,0.013402886],"study_design_scores_gemma":[0.000056997284,0.0033748108,0.111833416,0.00005908889,0.00009201111,0.00023909604,0.0006662133,0.14019927,0.74197966,0.00017149329,0.0012720325,0.000055938264],"about_ca_topic_score_codex":0.0029176096,"about_ca_topic_score_gemma":0.005540816,"teacher_disagreement_score":0.0029176096,"about_ca_system_score_codex":0.00022422089,"about_ca_system_score_gemma":0.00025617174,"threshold_uncertainty_score":0.008505404},"labels":[],"label_agreement":null},{"id":"W4392010991","doi":"10.1016/j.engstruct.2024.117619","title":"Blast retrofit of shear-deficient high-strength concrete beams with ultra-high performance concrete","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Response to Dynamic Loads","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Flexural strength; Shear (geology); Materials science; Stiffness; Beam (structure); Toughness; Composite material; Shear strength (soil); Engineering; Geology","score_opus":0.0028202790935963925,"score_gpt":0.17853807602147292,"score_spread":0.17571779692787654,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392010991","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99886703,0.000019852501,0.0004140026,0.000005998278,0.000006474246,0.0000048827405,0.000014458271,0.000018777138,0.0006485636],"genre_scores_gemma":[0.9983443,0.000017504273,0.00027607466,0.0000055358,0.0000013814657,0.000002007086,0.000017768822,0.000004721322,0.0013306444],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997665,0.00003337164,0.000007917703,0.000025164185,0.000114312104,0.00005275759],"domain_scores_gemma":[0.9996588,0.000092168084,0.00005963669,0.000032591655,0.000077234814,0.000079580335],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002918218,0.00052916567,0.0005111965,0.00042944215,0.00043703205,0.00028880572,0.0005755745,0.0006130972,0.0035268976],"category_scores_gemma":[0.00062629895,0.00030493145,0.00030941673,0.00025477627,0.0004915042,0.00024883385,0.0004457945,0.0003118422,0.00042809028],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0035295028,0.0004232082,0.0067720385,0.00007493044,0.000037474845,0.0010696145,0.00029835256,0.02742199,0.94904333,0.0004052878,0.00021203449,0.010712381],"study_design_scores_gemma":[0.00013653966,0.008287155,0.047972035,0.00002577843,0.000060359394,0.00046599068,0.00076262397,0.10495969,0.8361171,0.0002030688,0.0009742861,0.000035325305],"about_ca_topic_score_codex":0.002361336,"about_ca_topic_score_gemma":0.005091565,"teacher_disagreement_score":0.0035268976,"about_ca_system_score_codex":0.0003519177,"about_ca_system_score_gemma":0.00028577284,"threshold_uncertainty_score":0.01179862},"labels":[],"label_agreement":null},{"id":"W4392146739","doi":"10.1016/j.engstruct.2024.117745","title":"Experimental longitudinal shear testing of novel and traditional shear connectors in double-wythe cavity masonry walls","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Masonry; Shear (geology); Structural engineering; Materials science; Shear wall; Geology; Geotechnical engineering; Composite material; Engineering","score_opus":0.02704238661721974,"score_gpt":0.23015054933770518,"score_spread":0.20310816272048543,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392146739","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982475,0.000017618297,0.0013525079,0.0000057559614,0.000007646477,0.0000062065183,0.000028962491,0.00002329462,0.0003105348],"genre_scores_gemma":[0.99851984,0.000015723255,0.00087179267,0.0000053899366,0.0000018921035,0.000008435553,0.000039051014,0.0000070568585,0.00053080916],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993432,0.00012102584,0.00003837812,0.00011589906,0.00020083609,0.00018058905],"domain_scores_gemma":[0.9985085,0.0004284157,0.0002446454,0.00020309398,0.0004300537,0.00018527363],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009027257,0.0007230021,0.00029968005,0.00030393302,0.00032578508,0.00034204277,0.0006323436,0.00079347123,0.0023556803],"category_scores_gemma":[0.001611678,0.00047353373,0.00026914792,0.00026095533,0.000888418,0.00052008854,0.0006332748,0.00036437777,0.00039676463],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011010806,0.00022302357,0.0056444076,0.000050047085,0.000011303616,0.0001713151,0.00029643733,0.0031602853,0.9846764,0.00032836475,0.0001273198,0.0042100805],"study_design_scores_gemma":[0.00012780497,0.0082383575,0.052462153,0.00003556965,0.000051949206,0.00022273902,0.00051915157,0.015075258,0.92202884,0.000100621684,0.0011043488,0.00003309236],"about_ca_topic_score_codex":0.0005328818,"about_ca_topic_score_gemma":0.0013078725,"teacher_disagreement_score":0.0023556803,"about_ca_system_score_codex":0.000257777,"about_ca_system_score_gemma":0.0003601429,"threshold_uncertainty_score":0.0078805685},"labels":[],"label_agreement":null},{"id":"W4392434885","doi":"10.1016/j.engstruct.2024.117773","title":"Experimental study of concrete-filled stainless steel tubular stub columns with circular and square cross-sections subjected to combined compression and bending","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"Foundation for Innovative Research Groups of the National Natural Science Foundation of China; National Natural Science Foundation of China","keywords":"Stub (electronics); Materials science; Structural engineering; Composite material; Infill; Bending moment; Pure bending; Ultimate load; Bending; Finite element method; Engineering","score_opus":0.006053805569926465,"score_gpt":0.2363395544224515,"score_spread":0.23028574885252504,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392434885","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985669,0.000034245037,0.0008155304,0.000007019964,0.000010067983,0.000014945333,0.00009594719,0.000015144146,0.000440187],"genre_scores_gemma":[0.9984596,0.00003251133,0.0005480242,0.0000039296915,0.0000034942836,0.000010951566,0.00006094456,0.000004560383,0.00087614113],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99972934,0.000028142398,0.000011056873,0.00005687502,0.00010800138,0.000066597204],"domain_scores_gemma":[0.9994343,0.00019063377,0.00007143941,0.00007353275,0.0001448344,0.00008514131],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037247752,0.0004853182,0.0005658441,0.00039328905,0.00068089657,0.00016819633,0.0005836238,0.00073905865,0.002947823],"category_scores_gemma":[0.0004831773,0.00027049694,0.00033467592,0.00032940131,0.00096347986,0.00026452873,0.0003264305,0.0003471763,0.00027501414],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0019421548,0.00071039173,0.0021343166,0.00016470446,0.000022733107,0.00032745433,0.00022929604,0.013307308,0.97736657,0.00025221842,0.00012436826,0.0034185462],"study_design_scores_gemma":[0.00017777206,0.00967575,0.053924542,0.000029716402,0.00010440211,0.00027486205,0.0007716608,0.04388446,0.8897396,0.0002205836,0.0011394237,0.000057303634],"about_ca_topic_score_codex":0.0013304892,"about_ca_topic_score_gemma":0.0031392376,"teacher_disagreement_score":0.002947823,"about_ca_system_score_codex":0.00018288397,"about_ca_system_score_gemma":0.0003486426,"threshold_uncertainty_score":0.009861469},"labels":[],"label_agreement":null},{"id":"W4392435087","doi":"10.1016/j.engstruct.2024.117729","title":"In-plane and out-of-plane one-way vertical bending behavior interaction analysis of unreinforced masonry walls with newly developed load capacity interaction curve","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada; Alliance de recherche numérique du Canada","keywords":"Structural engineering; Unreinforced masonry building; Compression (physics); Masonry; Aspect ratio (aeronautics); Materials science; Bending; Interaction; Reduction (mathematics); Buckling; Composite material; Engineering; Computer science; Geometry; Mathematics","score_opus":0.013742801361957534,"score_gpt":0.23914056352978108,"score_spread":0.22539776216782353,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392435087","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98438084,0.000015233848,0.012267674,0.0000059035297,0.0000016798155,0.000004189992,0.000025016067,0.000044752916,0.003254708],"genre_scores_gemma":[0.9984444,0.0000073175993,0.00064038177,0.0000012979576,7.595219e-7,0.0000025100258,0.000027858421,0.000006248589,0.0008693985],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99980277,0.00002801662,0.000004551345,0.0000262545,0.00009021736,0.00004824992],"domain_scores_gemma":[0.9997067,0.00010124056,0.000045373716,0.00003243443,0.00008540983,0.00002876273],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017378989,0.00032907835,0.00024777727,0.00064038776,0.00026383708,0.00029005436,0.0005011122,0.00041405472,0.0015897077],"category_scores_gemma":[0.0002768441,0.0002309555,0.0004279932,0.00046705976,0.00040464173,0.00025866504,0.00025504435,0.00020359909,0.00022976902],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00066669454,0.0002501772,0.03429733,0.0001070487,0.00009145051,0.0011118228,0.00068649626,0.5718485,0.35253122,0.0054526627,0.00041860552,0.03253798],"study_design_scores_gemma":[0.00000775401,0.00019808578,0.047157634,0.000008532503,0.000032444947,0.00016941881,0.00027496557,0.9064438,0.044935066,0.00034992822,0.00040215807,0.000020190684],"about_ca_topic_score_codex":0.0020091897,"about_ca_topic_score_gemma":0.0024843307,"teacher_disagreement_score":0.0020091897,"about_ca_system_score_codex":0.00023044301,"about_ca_system_score_gemma":0.00020301658,"threshold_uncertainty_score":0.005318105},"labels":[],"label_agreement":null},{"id":"W4392435463","doi":"10.1016/j.engstruct.2024.117727","title":"Dynamic response of conductors during transmission tower failure under downburst loads","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Tower; Electrical conductor; Transmission tower; Structural engineering; Transmission (telecommunications); Engineering; Electric power transmission; Electrical engineering","score_opus":0.002583532726308686,"score_gpt":0.1979622656318533,"score_spread":0.1953787329055446,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392435463","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99889153,0.0000135912,0.00050251227,0.000010986846,0.000004343503,0.0000028571196,0.00005985731,0.000024801564,0.0004894704],"genre_scores_gemma":[0.9997004,0.000005514299,0.000050524395,0.0000020520713,0.0000010159022,0.0000016559264,0.00004867343,0.000003999575,0.00018618972],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998921,0.00001741779,0.000004399906,0.000020714931,0.000029839686,0.000035483186],"domain_scores_gemma":[0.9994518,0.00023338331,0.00006740054,0.000033704433,0.00011850504,0.000095112744],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016692108,0.00022424011,0.00029093894,0.00043066056,0.00035132605,0.00026107652,0.00023159852,0.00039580432,0.002192563],"category_scores_gemma":[0.0008013963,0.00013286242,0.00014403473,0.00019101979,0.00033727245,0.00024968394,0.00021890062,0.00030443066,0.00034293951],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.008379117,0.00043590507,0.104069896,0.00023602726,0.00008931822,0.0046906644,0.00281703,0.07220447,0.7700911,0.00043501574,0.0019984003,0.034552976],"study_design_scores_gemma":[0.00010538354,0.003055251,0.65354186,0.00006301819,0.000072742696,0.0009568259,0.002876231,0.2599538,0.07749245,0.00028580384,0.0015227476,0.0000739621],"about_ca_topic_score_codex":0.0022735363,"about_ca_topic_score_gemma":0.0019886314,"teacher_disagreement_score":0.0022735363,"about_ca_system_score_codex":0.0001975488,"about_ca_system_score_gemma":0.00009358825,"threshold_uncertainty_score":0.0073348284},"labels":[],"label_agreement":null},{"id":"W4392869083","doi":"10.1016/j.engstruct.2024.117823","title":"A fuzzy-random fields approach for assessing the natural frequencies of corroded pipes conveying fluids","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Non-Destructive Testing Techniques","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta; Dalhousie University","funders":"Dalhousie University; Cairo University; University of Alberta","keywords":"Fuzzy logic; Natural (archaeology); Structural engineering; Engineering; Computer science; Geology; Artificial intelligence","score_opus":0.012018787070884213,"score_gpt":0.2507244259136317,"score_spread":0.23870563884274748,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392869083","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.053535517,0.00020862391,0.9450347,0.000049074522,0.000012021482,0.000040424307,0.00003411461,0.00007314705,0.0010123416],"genre_scores_gemma":[0.82317334,0.00024364638,0.1744202,0.00004121284,0.00003695035,0.00005908429,0.0000729966,0.00001240958,0.0019400931],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999527,0.00014234347,0.000020676427,0.00008097394,0.00019718024,0.000031817573],"domain_scores_gemma":[0.9989497,0.0006748291,0.00010310115,0.000042969852,0.00019683177,0.000032520522],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010534684,0.0005408373,0.0004334127,0.0017697773,0.00029709103,0.0006163242,0.00071503135,0.0007582042,0.0007057875],"category_scores_gemma":[0.0019442767,0.00019655975,0.0006024721,0.0005567534,0.000570363,0.0006080269,0.00027090966,0.00043812513,0.00010928628],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00031047326,0.0002505783,0.0049965647,0.00025476597,0.000151758,0.00027103978,0.00017003644,0.66566414,0.05340564,0.02044739,0.0005280238,0.25354964],"study_design_scores_gemma":[0.000006641721,0.00009129681,0.0017126758,0.000008940431,0.000024721154,0.00006033591,0.00003607505,0.9896577,0.003536058,0.004590863,0.0002576205,0.000016986907],"about_ca_topic_score_codex":0.0034251318,"about_ca_topic_score_gemma":0.0035219707,"teacher_disagreement_score":0.0034251318,"about_ca_system_score_codex":0.00052757794,"about_ca_system_score_gemma":0.0004907851,"threshold_uncertainty_score":0.006810367},"labels":[],"label_agreement":null},{"id":"W4392979971","doi":"10.1016/j.engstruct.2024.117808","title":"Dynamic characteristics of stone masonry walls before and after damage: Experimental and numerical investigations","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Structural engineering; Masonry; Shear wall; Unreinforced masonry building; Nonlinear system; Vibration; Dynamic testing; Displacement (psychology); Normal mode; Engineering; Acoustics; Physics","score_opus":0.00268012210376643,"score_gpt":0.19976254524242373,"score_spread":0.19708242313865731,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392979971","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988305,0.000027978087,0.0006056418,0.0000031752295,0.000002344011,0.0000033332021,0.000029472927,0.000009089602,0.0004884724],"genre_scores_gemma":[0.9993668,0.00001754305,0.00015679658,0.0000011971772,8.497698e-7,0.0000023113505,0.00002943026,0.0000028393952,0.000422154],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982315,0.00001700363,0.000007539078,0.000025574544,0.00007478429,0.00005206088],"domain_scores_gemma":[0.99951553,0.00022078086,0.00007121026,0.000069158115,0.000068792055,0.000054482294],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002523113,0.00022917391,0.0004226434,0.0005410732,0.00038368863,0.00025122584,0.00038961275,0.0006305781,0.0020691927],"category_scores_gemma":[0.00081124343,0.00029162155,0.00026440242,0.0003596276,0.00092212396,0.0003285451,0.00035361722,0.00034554594,0.00025022088],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0017837664,0.00048501595,0.010310065,0.00010004395,0.000022411004,0.00056827004,0.00079205725,0.04767095,0.9248938,0.0009814978,0.00019293101,0.012199297],"study_design_scores_gemma":[0.00014029356,0.0031981743,0.20724797,0.000043555523,0.00007926216,0.000879779,0.0012689058,0.15327893,0.63149214,0.0006211706,0.0016476895,0.0001020885],"about_ca_topic_score_codex":0.0009770553,"about_ca_topic_score_gemma":0.0011563634,"teacher_disagreement_score":0.0020691927,"about_ca_system_score_codex":0.00017111392,"about_ca_system_score_gemma":0.00014191886,"threshold_uncertainty_score":0.0069221854},"labels":[],"label_agreement":null},{"id":"W4393067642","doi":"10.1016/j.engstruct.2024.117838","title":"Friction-based connectors with wooden dowels for timber shear walls: Shake table and time-dependent test","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Ministry of Agriculture, Forestry and Fisheries","keywords":"Earthquake shaking table; Shake; Structural engineering; Shear (geology); Shear wall; Test (biology); Engineering; Materials science; Forensic engineering; Composite material; Geology; Mechanical engineering","score_opus":0.004039590882557416,"score_gpt":0.17279994923422606,"score_spread":0.16876035835166864,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4393067642","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97714704,0.0003944167,0.020282567,0.00004963618,0.00014254956,0.000103913226,0.00016892812,0.0002207558,0.0014902154],"genre_scores_gemma":[0.9880652,0.0001241657,0.0090267155,0.000030216983,0.000008368833,0.00004391961,0.00017389654,0.000078363744,0.0024491826],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99813664,0.00044072533,0.00010136005,0.00021842885,0.00083896355,0.00026380864],"domain_scores_gemma":[0.99658453,0.00078276417,0.00045365866,0.0007356581,0.0010811771,0.00036214173],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.002046356,0.0009600743,0.0005924936,0.0008490571,0.0006651474,0.000560757,0.0016210782,0.0013158846,0.0037659092],"category_scores_gemma":[0.005040715,0.0007319549,0.00052835577,0.0010087707,0.000984534,0.0012906811,0.000799978,0.000728538,0.0006301467],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0029003671,0.0010116559,0.009153301,0.00030600888,0.000072958,0.0006932976,0.0010725128,0.011819174,0.9457401,0.003214139,0.001503741,0.022512726],"study_design_scores_gemma":[0.00017160647,0.009219626,0.030367153,0.00007458651,0.00010582123,0.00049532606,0.0007001895,0.036850587,0.9158267,0.00042902952,0.0056477585,0.0001116011],"about_ca_topic_score_codex":0.0009358739,"about_ca_topic_score_gemma":0.0025003382,"teacher_disagreement_score":0.0037659092,"about_ca_system_score_codex":0.00053787255,"about_ca_system_score_gemma":0.0006707125,"threshold_uncertainty_score":0.0125982165},"labels":[],"label_agreement":null},{"id":"W4394018918","doi":"10.1016/j.engstruct.2024.117898","title":"Post-earthquake repairability-based methodology for enhancing steel MRFs","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":57,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"National Key Research and Development Program of China; Japan Society for the Promotion of Science; National Natural Science Foundation of China","keywords":"Residual; Structural engineering; Displacement (psychology); Seismic analysis; Moment (physics); Incremental Dynamic Analysis; Engineering; Computer science; Algorithm","score_opus":0.015173548444774608,"score_gpt":0.2554813971684897,"score_spread":0.2403078487237151,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4394018918","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.029234229,0.000059086957,0.9669542,0.000038841594,0.000015176334,0.000050368457,0.00005665719,0.00035669492,0.0032346582],"genre_scores_gemma":[0.7098288,0.00011420313,0.28576553,0.000031592557,0.000026095686,0.00009810902,0.00021366414,0.0001184481,0.0038036937],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996705,0.0000646922,0.000015715677,0.000054597895,0.00014881854,0.000045628647],"domain_scores_gemma":[0.99931157,0.00018534414,0.000102244754,0.000073154566,0.00030485983,0.000022847178],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007271314,0.0008681464,0.00045779528,0.0011931009,0.00024359884,0.0004911506,0.0010783903,0.00057837507,0.0036968677],"category_scores_gemma":[0.0016173342,0.00023134692,0.0005685033,0.0004201975,0.00026412678,0.00072231266,0.00063398917,0.00042449578,0.000469558],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000775599,0.00014072814,0.0014437012,0.00015943986,0.000038161485,0.000109583605,0.00006239029,0.80115163,0.027908761,0.0077070165,0.0005060836,0.16069494],"study_design_scores_gemma":[0.0000027497688,0.00007067401,0.00041960014,0.000006697636,0.0000104463115,0.000027639333,0.00001656908,0.9934674,0.0041775387,0.0012929365,0.0005039453,0.0000038857584],"about_ca_topic_score_codex":0.002316825,"about_ca_topic_score_gemma":0.0032482645,"teacher_disagreement_score":0.0036968677,"about_ca_system_score_codex":0.0003750115,"about_ca_system_score_gemma":0.0008001758,"threshold_uncertainty_score":0.012367249},"labels":[],"label_agreement":null},{"id":"W4394065072","doi":"10.1016/j.engstruct.2024.117920","title":"Hybrid self-centering braces with NiTi-SMA U-shaped and frequency-dependent viscoelastic dampers for structural and nonstructural damage control","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":83,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Japan Society for the Promotion of Science; Hong Kong Polytechnic University","keywords":"Damper; Structural engineering; Viscoelasticity; Dissipation; Damping capacity; Nonlinear system; SMA*; Tuned mass damper; Acceleration; Shape-memory alloy; Brace; Materials science; Engineering; Computer science","score_opus":0.002415308431145885,"score_gpt":0.18408598009187002,"score_spread":0.18167067166072415,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4394065072","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.404796,0.0012058652,0.5825892,0.00010659802,0.00022853508,0.00006617382,0.00007354727,0.00094974315,0.009984326],"genre_scores_gemma":[0.94942224,0.00013791579,0.045983758,0.00003101293,0.000016127471,0.000044174463,0.000033907745,0.00003889567,0.004291897],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99980205,0.000029579518,0.0000110045075,0.000035945013,0.000095364645,0.000026108515],"domain_scores_gemma":[0.9997769,0.00003331812,0.0000596086,0.00004920611,0.0000597901,0.000021177699],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022032911,0.00035732676,0.00036792227,0.00030514286,0.0002767578,0.000336663,0.001110871,0.00032383914,0.0019684462],"category_scores_gemma":[0.00030206316,0.00019175849,0.00016519976,0.0002269871,0.00028897042,0.0005223682,0.0004956125,0.00025872374,0.0005514998],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006316065,0.00018679533,0.0010571252,0.00021863631,0.000043186268,0.00011090607,0.00020087417,0.027308876,0.86648154,0.010416669,0.0014712971,0.09187247],"study_design_scores_gemma":[0.00006625852,0.0011713547,0.0030551122,0.000055822093,0.000051038227,0.0002401303,0.00009915186,0.6221855,0.35739136,0.0013399858,0.014271004,0.00007320055],"about_ca_topic_score_codex":0.00022905134,"about_ca_topic_score_gemma":0.0008071578,"teacher_disagreement_score":0.0019684462,"about_ca_system_score_codex":0.00017859337,"about_ca_system_score_gemma":0.00016900079,"threshold_uncertainty_score":0.006585121},"labels":[],"label_agreement":null},{"id":"W4395688440","doi":"10.1016/j.engstruct.2024.118056","title":"Horizontal baffles for robust shallow water tuned sloshing dampers","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Fluid Dynamics and Vibration Analysis","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Guelph","funders":"","keywords":"Slosh dynamics; Baffle; Damper; Structural engineering; Waves and shallow water; Geology; Computer science; Engineering; Geotechnical engineering; Mechanical engineering","score_opus":0.005343834568659519,"score_gpt":0.18630554002284003,"score_spread":0.1809617054541805,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4395688440","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.13227132,0.00020496713,0.862979,0.00007229393,0.000055830973,0.00002771044,0.000027276717,0.0004031647,0.003958535],"genre_scores_gemma":[0.97592646,0.000060237446,0.021400375,0.00001757962,0.000013071378,0.00002449304,0.000021255724,0.000036252502,0.0025003674],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99980146,0.000047629735,0.0000068255954,0.000036277248,0.00007136724,0.00003645579],"domain_scores_gemma":[0.9997329,0.00012390436,0.000038907714,0.00003631062,0.00004525675,0.000022681686],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031222295,0.00036646184,0.00038676368,0.0001952533,0.0002473439,0.00048081417,0.00043368398,0.0006176329,0.002459778],"category_scores_gemma":[0.0009987102,0.00017797017,0.00021542089,0.000098068725,0.00041107755,0.000298491,0.00066909986,0.00038812828,0.0003361888],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008068073,0.00012661766,0.0016844353,0.00014906477,0.00006003356,0.00013275149,0.00015749782,0.58827627,0.22809543,0.026517801,0.0011565344,0.15283674],"study_design_scores_gemma":[0.000015735177,0.00011815843,0.0003791082,0.0000061839896,0.0000061683577,0.000017937657,0.00001664785,0.9909589,0.0061325463,0.001479638,0.0008607555,0.000008249264],"about_ca_topic_score_codex":0.0011506517,"about_ca_topic_score_gemma":0.0009836096,"teacher_disagreement_score":0.002459778,"about_ca_system_score_codex":0.00025865418,"about_ca_system_score_gemma":0.00016459897,"threshold_uncertainty_score":0.008228719},"labels":[],"label_agreement":null},{"id":"W4396242924","doi":"10.1016/j.engstruct.2024.117989","title":"Fatigue life and behaviour of ribbed GFRP reinforced concrete beams","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Fibre-reinforced plastic; Structural engineering; Reinforced concrete; Materials science; Composite material; Forensic engineering; Engineering","score_opus":0.008834908296080999,"score_gpt":0.22205499475861237,"score_spread":0.21322008646253138,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396242924","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9989849,0.00018373317,0.0006291603,0.0000028889242,0.0000014672883,0.0000046239693,0.00004948352,0.000009869361,0.0001338344],"genre_scores_gemma":[0.998691,0.0001278042,0.00061708724,0.0000044954268,8.1130213e-7,0.000009003539,0.00009512269,0.000003193458,0.0004515036],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99979657,0.000021454134,0.00001305525,0.00003967725,0.00009765261,0.000031569205],"domain_scores_gemma":[0.9996238,0.00009590118,0.000097666656,0.00003232841,0.0001207789,0.000029481092],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024489596,0.00020692221,0.00017814997,0.0003388662,0.00012615335,0.000088918234,0.00024723477,0.0004292991,0.0008312347],"category_scores_gemma":[0.0004883654,0.00013109916,0.00016868349,0.00017134594,0.00019623502,0.00022536563,0.00015579803,0.00023810499,0.00021367882],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014539137,0.00006809147,0.0047864383,0.000057109883,0.000011504054,0.00012053461,0.00017718606,0.0031791597,0.9843456,0.000034972152,0.00002565224,0.007048324],"study_design_scores_gemma":[0.000009970006,0.004366223,0.11140578,0.000041310857,0.00003501923,0.00027572436,0.00025436308,0.020561652,0.86208594,0.00005458512,0.0008749475,0.000034551256],"about_ca_topic_score_codex":0.0010851067,"about_ca_topic_score_gemma":0.0024216902,"teacher_disagreement_score":0.0010851067,"about_ca_system_score_codex":0.00018453682,"about_ca_system_score_gemma":0.00008819016,"threshold_uncertainty_score":0.002780795},"labels":[],"label_agreement":null},{"id":"W4396758622","doi":"10.1016/j.engstruct.2024.118147","title":"Time-dependant effects on curved precast segmentally constructed balanced cantilever bridges","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Precast concrete; Cantilever; Structural engineering; Materials science; Engineering","score_opus":0.0027771469090526794,"score_gpt":0.18809432035901125,"score_spread":0.18531717344995857,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396758622","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9954136,0.000051009458,0.0030704874,0.000016013562,0.000007639334,0.000003372045,0.000026341138,0.000041241212,0.0013703515],"genre_scores_gemma":[0.9993249,0.000016842807,0.00023827796,0.0000029531461,0.0000014200043,0.0000015000652,0.000015451466,0.000009690845,0.00038896213],"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","domain_scores_codex":[0.9998179,0.000043673095,0.0000045601205,0.00003080817,0.000055574572,0.000047517817],"domain_scores_gemma":[0.9992099,0.00041207633,0.000107521555,0.000059531056,0.0001396219,0.000071364404],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002943004,0.00035678982,0.00025881082,0.00035386274,0.0003117512,0.0002853816,0.0004124366,0.00069774676,0.0031773958],"category_scores_gemma":[0.0013314321,0.0001723259,0.00023669236,0.00025714835,0.00056048605,0.00025767405,0.0003182082,0.00027208534,0.00025073957],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0015805035,0.00019749701,0.0031267705,0.00009067624,0.000034940607,0.0008868062,0.0003579382,0.19121534,0.79041135,0.001772953,0.00026604935,0.010059091],"study_design_scores_gemma":[0.000038516468,0.0013212521,0.04082295,0.00003366332,0.00010398157,0.00027263822,0.00039852495,0.7182264,0.23734295,0.00066838076,0.0007056576,0.000065100976],"about_ca_topic_score_codex":0.0015103911,"about_ca_topic_score_gemma":0.0021489912,"teacher_disagreement_score":0.0031773958,"about_ca_system_score_codex":0.000307619,"about_ca_system_score_gemma":0.00017494074,"threshold_uncertainty_score":0.010629475},"labels":[],"label_agreement":null},{"id":"W4399006836","doi":"10.1016/j.engstruct.2024.118253","title":"Static and dynamic responses of buried steel pipe under truck load: An experimental study","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Truck; Structural engineering; Dynamic load testing; Engineering; Forensic engineering; Materials science; Automotive engineering","score_opus":0.0067085744823042965,"score_gpt":0.2450465557234439,"score_spread":0.23833798124113958,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399006836","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99903095,0.0000064959304,0.0006201254,0.0000039496,0.0000032110056,0.0000068651016,0.00003927771,0.000012607602,0.000276477],"genre_scores_gemma":[0.99912626,0.000013823177,0.00018878905,0.0000031611933,0.000002829325,0.000008879841,0.000050201663,0.0000045531947,0.00060152815],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997962,0.000027445376,0.000007761942,0.000039062164,0.0000773929,0.000052237072],"domain_scores_gemma":[0.99957794,0.00017058515,0.000046718764,0.000052195595,0.00010430844,0.00004835071],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022332223,0.00040061816,0.0003519751,0.00025366424,0.00039401127,0.00016327528,0.00040440648,0.0006548442,0.0028103187],"category_scores_gemma":[0.0005236876,0.00027557876,0.00028322966,0.0002173456,0.0005166312,0.00043468995,0.00036113136,0.00031557286,0.0003605122],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0030799843,0.0011093746,0.003890626,0.00012559435,0.000012751251,0.0004066526,0.0005525398,0.006807688,0.97786695,0.00016694592,0.00015365645,0.0058272104],"study_design_scores_gemma":[0.00043134805,0.030841328,0.15264067,0.00004520435,0.00013520053,0.000772333,0.0024235891,0.1390163,0.6710489,0.00054073555,0.0019886442,0.00011580305],"about_ca_topic_score_codex":0.00094902806,"about_ca_topic_score_gemma":0.00092218147,"teacher_disagreement_score":0.0028103187,"about_ca_system_score_codex":0.00012388019,"about_ca_system_score_gemma":0.0001893103,"threshold_uncertainty_score":0.0094015},"labels":[],"label_agreement":null},{"id":"W4399453375","doi":"10.1016/j.engstruct.2024.118346","title":"Performance-based seismic design of Ultra-High-Performance Concrete (UHPC) bridge columns with design example – Powered by explainable machine learning model","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":49,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Mitacs","keywords":"Bridge (graph theory); Structural engineering; Seismic analysis; Computer science; Engineering","score_opus":0.012372786183125482,"score_gpt":0.1884844677388832,"score_spread":0.1761116815557577,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399453375","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.2707673,0.0002058258,0.70938164,0.0005291186,0.000032079977,0.00006471545,0.00025497784,0.0006015344,0.018162899],"genre_scores_gemma":[0.9371501,0.00008569855,0.059844445,0.00003561575,0.000008291701,0.00005864613,0.00014397044,0.000071250564,0.002601931],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999068,0.000034187215,0.0000031047098,0.000015802814,0.00002635673,0.000013802389],"domain_scores_gemma":[0.9996933,0.00017506417,0.000031896183,0.000024304196,0.00006359734,0.000011815485],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002535982,0.00046108363,0.00028019896,0.000273188,0.00022248125,0.00041870066,0.00059266447,0.0009639164,0.002886135],"category_scores_gemma":[0.0008117089,0.00030443125,0.00043540326,0.00015245372,0.00037404086,0.0003529539,0.0003393781,0.0004601668,0.00024011507],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009200069,0.000010716245,0.000180568,0.000015281443,0.0000026973942,0.000021165155,0.0000152294315,0.99418503,0.0008689883,0.002258827,0.000097737786,0.0023346497],"study_design_scores_gemma":[0.0000018459863,0.0000061713945,0.000074288575,0.0000017141986,0.0000013751319,0.0000029506768,0.00000396119,0.9988932,0.00021506917,0.0006942886,0.0001042336,9.3442594e-7],"about_ca_topic_score_codex":0.0046989494,"about_ca_topic_score_gemma":0.006335829,"teacher_disagreement_score":0.0046989494,"about_ca_system_score_codex":0.0004941671,"about_ca_system_score_gemma":0.0004909376,"threshold_uncertainty_score":0.009655118},"labels":[],"label_agreement":null},{"id":"W4399457024","doi":"10.1016/j.engstruct.2024.118351","title":"Bridge decks under cold waves: Implications of concrete’s temperature-dependent CTE","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"York University","funders":"","keywords":"Bridge (graph theory); Structural engineering; Materials science; Cold wave; Forensic engineering; Composite material; Geotechnical engineering; Engineering; Geology; Climatology","score_opus":0.009001771926422564,"score_gpt":0.22835615017414593,"score_spread":0.21935437824772336,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399457024","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9939926,0.00007706438,0.004695559,0.000037328075,0.000009973581,0.0000143613115,0.000065226115,0.000029237317,0.0010786095],"genre_scores_gemma":[0.9992157,0.000043162036,0.00043643606,0.0000047680087,0.0000015140256,0.000004708421,0.00002747848,0.0000053590115,0.00026072026],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999741,0.000033719618,0.000015097543,0.000059285296,0.00010627074,0.000044491862],"domain_scores_gemma":[0.99958533,0.00016925405,0.0000753913,0.00005650732,0.000084532454,0.000028974075],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005345519,0.00048141216,0.00043493966,0.00043880515,0.00035274212,0.00056036725,0.00037130437,0.00068717333,0.0010424495],"category_scores_gemma":[0.00097655505,0.0002923852,0.00050265645,0.00023669752,0.00078332116,0.0006098813,0.0005143684,0.0005804598,0.00025502173],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005983967,0.00023839732,0.09342689,0.00022407135,0.000082695966,0.0016602684,0.00086300005,0.40633157,0.47018784,0.0010198104,0.00022459475,0.02514252],"study_design_scores_gemma":[0.000024353625,0.0009206397,0.36393803,0.000055377313,0.00010329321,0.00055866677,0.0015319578,0.48239046,0.14858657,0.0007793758,0.0010320912,0.00007926354],"about_ca_topic_score_codex":0.0036587755,"about_ca_topic_score_gemma":0.0051342817,"teacher_disagreement_score":0.0036587755,"about_ca_system_score_codex":0.00037103033,"about_ca_system_score_gemma":0.00028793036,"threshold_uncertainty_score":0.0072749257},"labels":[],"label_agreement":null},{"id":"W4399555211","doi":"10.1016/j.engstruct.2024.118342","title":"Accuracy and uncertainty of predicted maximum and residual displacements of RC bridge columns under earthquake excitations","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Okanagan University College; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada; University of British Columbia","keywords":"Residual; Bridge (graph theory); Structural engineering; Geology; Seismology; Engineering; Mathematics; Algorithm","score_opus":0.009121459048117009,"score_gpt":0.2378870649541735,"score_spread":0.2287656059060565,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399555211","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96474373,0.00009985101,0.033102788,0.00006231448,0.000014183591,0.000010040201,0.0002500291,0.00043871492,0.001278422],"genre_scores_gemma":[0.9981343,0.000017500124,0.0014886225,0.0000040365794,0.0000011226658,0.00000349172,0.00011705014,0.000015007285,0.00021897626],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994715,0.00010836067,0.000036445705,0.00014322446,0.00017775445,0.0000626939],"domain_scores_gemma":[0.9983381,0.00081711094,0.00020414121,0.00032707653,0.00026883752,0.00004469069],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011789589,0.0005975355,0.00033164583,0.00033594292,0.00027954843,0.00056638237,0.00054487085,0.0006591282,0.0006704796],"category_scores_gemma":[0.0030813592,0.00026513322,0.00036851235,0.00017605687,0.00041595387,0.00052752043,0.0004761463,0.000390862,0.00023287925],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028829306,0.000035249897,0.011338143,0.00004364262,0.000026376694,0.00009864728,0.00009439698,0.94660234,0.020911423,0.00024470707,0.00012975711,0.020187113],"study_design_scores_gemma":[0.0000100288125,0.0001686882,0.012950246,0.000018949338,0.000014590139,0.000044349872,0.000062811305,0.95822793,0.02812368,0.00015150486,0.00019762393,0.000029581755],"about_ca_topic_score_codex":0.00702608,"about_ca_topic_score_gemma":0.005646945,"teacher_disagreement_score":0.00702608,"about_ca_system_score_codex":0.00045542637,"about_ca_system_score_gemma":0.0005346505,"threshold_uncertainty_score":0.013970375},"labels":[],"label_agreement":null},{"id":"W4399585680","doi":"10.1016/j.engstruct.2024.118343","title":"Pixel-level concrete bridge crack detection using Convolutional Neural Networks, gabor filters, and attention mechanisms","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Infrastructure Maintenance and Monitoring","field":"Engineering","cited_by":49,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Royal Military College of Canada","funders":"","keywords":"Convolutional neural network; Bridge (graph theory); Computer science; Structural engineering; Gabor filter; Pixel; Artificial intelligence; Pattern recognition (psychology); Engineering; Feature extraction","score_opus":0.010047497096031548,"score_gpt":0.21035109882532058,"score_spread":0.20030360172928902,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399585680","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.32739902,0.001244826,0.66290927,0.000438815,0.00014117388,0.000052799933,0.0004675079,0.0023644567,0.0049820426],"genre_scores_gemma":[0.9247796,0.00036552688,0.07040644,0.00010832914,0.00005440813,0.000021291418,0.0005243331,0.000052469895,0.0036876404],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99983156,0.000012922815,0.000005782704,0.00005853953,0.00004220129,0.0000489159],"domain_scores_gemma":[0.9997552,0.00007646762,0.000038072743,0.00003391421,0.00007291423,0.000023427523],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000299053,0.00053486595,0.0005103559,0.00074914657,0.00019152806,0.00060541,0.00071989343,0.00072025333,0.00149349],"category_scores_gemma":[0.0007302966,0.00026235537,0.0004970135,0.0005610024,0.00023460241,0.0008186704,0.0005864059,0.00058131653,0.00046039122],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00067701703,0.00039776252,0.008370698,0.00013239596,0.00017116194,0.00017453381,0.00006788285,0.13818529,0.12565087,0.0047611846,0.005044421,0.71636677],"study_design_scores_gemma":[0.000005477996,0.000035889843,0.0036493482,0.000008332396,0.000027144219,0.000033127468,0.000008123052,0.9859093,0.008720076,0.0011552802,0.0004413114,0.000006548454],"about_ca_topic_score_codex":0.009039677,"about_ca_topic_score_gemma":0.013263182,"teacher_disagreement_score":0.009039677,"about_ca_system_score_codex":0.0005785073,"about_ca_system_score_gemma":0.00055597624,"threshold_uncertainty_score":0.017974079},"labels":[],"label_agreement":null},{"id":"W4399847641","doi":"10.1016/j.engstruct.2024.118449","title":"Multi-spring model for tubular rocking steel bridge piers subjected to earthquake loading","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Spring (device); Structural engineering; Bridge (graph theory); Pier; Geology; Geotechnical engineering; Engineering; Materials science; Anatomy; Medicine","score_opus":0.015181945744303826,"score_gpt":0.23741103612341166,"score_spread":0.22222909037910785,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399847641","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.20062746,0.0003965927,0.77184814,0.00040952192,0.00011211274,0.00013994313,0.00049517764,0.00089663255,0.02507435],"genre_scores_gemma":[0.9453107,0.00043245865,0.02773173,0.00008220366,0.000039695708,0.00025861635,0.0002554435,0.00011251885,0.025776714],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998951,0.00001981812,0.0000065305253,0.000028871162,0.000034821314,0.000014865285],"domain_scores_gemma":[0.99987376,0.000044815475,0.00002837612,0.000012112664,0.000025307585,0.000015709269],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017690532,0.00061472587,0.0006097758,0.00052107824,0.00044724403,0.0006928417,0.0013111283,0.0016827808,0.003644603],"category_scores_gemma":[0.0003116466,0.00036297448,0.00080267957,0.00039346996,0.00046918736,0.00051302556,0.0005888672,0.0005301499,0.0005600119],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022243552,0.000023839035,0.00055533845,0.000024548945,0.000010856742,0.0001931998,0.000045382345,0.98945576,0.0046885493,0.001964088,0.00016181257,0.002854317],"study_design_scores_gemma":[0.0000019612598,0.000012892251,0.00012261435,0.0000016481665,0.0000025453987,0.000012348065,0.000007982431,0.9992435,0.0001531845,0.00021131296,0.0002277135,0.000002266737],"about_ca_topic_score_codex":0.007275048,"about_ca_topic_score_gemma":0.0059944713,"teacher_disagreement_score":0.007275048,"about_ca_system_score_codex":0.0003893419,"about_ca_system_score_gemma":0.0008056812,"threshold_uncertainty_score":0.014465392},"labels":[],"label_agreement":null},{"id":"W4400248518","doi":"10.1016/j.engstruct.2024.118511","title":"Punching shear strength of fiber-reinforced polymer concrete slabs: Database-driven assessment of parameters and prediction models","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Punching; Materials science; Shear strength (soil); Structural engineering; Reinforced concrete; Shear (geology); Composite material; Fiber; Engineering; Geology","score_opus":0.010460724357697019,"score_gpt":0.23384737959067156,"score_spread":0.22338665523297455,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400248518","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9914336,0.000058885867,0.0065290057,0.000033039472,0.0000037592383,0.00002250421,0.00086301065,0.00019793933,0.0008581843],"genre_scores_gemma":[0.9968567,0.000028506456,0.0023620697,0.0000041642897,0.000001234512,0.0000138372825,0.0005369743,0.000014242107,0.00018232503],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9996716,0.000073410745,0.00002201006,0.00007313647,0.00012742923,0.000032389675],"domain_scores_gemma":[0.99860567,0.0006467385,0.00014304322,0.00017329786,0.000380792,0.000050431874],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014497843,0.0005752312,0.00051529886,0.0009957877,0.0002888922,0.0006909822,0.0012984799,0.0010599474,0.00076443155],"category_scores_gemma":[0.0023499876,0.00052642287,0.0005605804,0.00082392886,0.00028434576,0.0008556765,0.0003862528,0.00047917457,0.00028695748],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025914953,0.00017591364,0.014045719,0.000035360637,0.000030987532,0.000054608656,0.000029732291,0.9645564,0.007105802,0.00034213677,0.00019932029,0.013164893],"study_design_scores_gemma":[0.000008631559,0.000051542447,0.0062016584,0.0000021941385,0.000009326338,0.00000850373,0.000009969809,0.98917025,0.0044057784,0.00008038253,0.00004487863,0.000006934832],"about_ca_topic_score_codex":0.017980525,"about_ca_topic_score_gemma":0.017702239,"teacher_disagreement_score":0.017980525,"about_ca_system_score_codex":0.0012920143,"about_ca_system_score_gemma":0.00090054574,"threshold_uncertainty_score":0.0357517},"labels":[],"label_agreement":null},{"id":"W4400405062","doi":"10.1016/j.engstruct.2024.118490","title":"Generative design framework for RC deep beams using topology optimization and generative tie method: Experimental and numerical investigation","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Topology Optimization in Engineering","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"Conselho Nacional de Desenvolvimento Científico e Tecnológico; Natural Sciences and Engineering Research Council of Canada; Coordenação de Aperfeiçoamento de Pessoal de Nível Superior","keywords":"Generative grammar; Topology optimization; Generative Design; Computer science; Topology (electrical circuits); Structural engineering; Engineering; Artificial intelligence; Finite element method; Electrical engineering","score_opus":0.017892950997958273,"score_gpt":0.2829570888539748,"score_spread":0.2650641378560165,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400405062","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.009523534,0.00007519682,0.9832651,0.000077129815,0.000030294475,0.000043050684,0.000049897248,0.00050248933,0.0064333263],"genre_scores_gemma":[0.49650717,0.00018844518,0.49160728,0.00019613016,0.000033511093,0.00028894361,0.00024906086,0.000778126,0.010151323],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995826,0.00009172316,0.000009940093,0.000065391745,0.00021401618,0.000036419948],"domain_scores_gemma":[0.9991997,0.00036335722,0.00006784561,0.00015611362,0.00015553969,0.000057384834],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000861297,0.00069020625,0.0007646679,0.0006761337,0.0005104352,0.0012273623,0.0014311213,0.0012890465,0.0076608486],"category_scores_gemma":[0.0014018994,0.0006646303,0.0010583119,0.00060385757,0.0008824794,0.0009209856,0.0011377394,0.0012927258,0.0014643143],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000043883974,0.00008024871,0.00047902175,0.00007474981,0.000030822015,0.00008884128,0.0001081464,0.910791,0.009152659,0.046525333,0.0012852217,0.031340178],"study_design_scores_gemma":[0.000004392619,0.000014449565,0.00003931423,0.000004158348,0.0000043997334,0.000022137507,0.000010106796,0.9946715,0.0009335423,0.0033799384,0.00091023516,0.0000057660427],"about_ca_topic_score_codex":0.001914192,"about_ca_topic_score_gemma":0.002520483,"teacher_disagreement_score":0.0076608486,"about_ca_system_score_codex":0.0008256194,"about_ca_system_score_gemma":0.0009819709,"threshold_uncertainty_score":0.02562803},"labels":[],"label_agreement":null},{"id":"W4400612478","doi":"10.1016/j.engstruct.2024.118590","title":"Calibration of resistance factors for seismic design of masonry infilled frames using the random finite element method","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Masonry; Finite element method; Structural engineering; Calibration; Earthquake resistance; Geology; Geotechnical engineering; Engineering; Mathematics; Statistics","score_opus":0.013397398072076128,"score_gpt":0.24234238118825466,"score_spread":0.22894498311617853,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400612478","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.10053695,0.000059001726,0.89681995,0.000024850264,0.0000116684405,0.00003676205,0.00004368171,0.00048716084,0.001979958],"genre_scores_gemma":[0.72510207,0.00007732344,0.27348796,0.000015105698,0.0000066339403,0.000090634545,0.00012583577,0.00018349724,0.0009108565],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995152,0.00021735394,0.00001930346,0.00005930317,0.00015779679,0.000031148757],"domain_scores_gemma":[0.99889225,0.00060781394,0.00012329954,0.00011525237,0.00023117672,0.000030299852],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009712124,0.00084743975,0.00060219166,0.0009424278,0.00022180729,0.00038645335,0.0008757735,0.0009263464,0.002103257],"category_scores_gemma":[0.0038582839,0.00055082474,0.00045425896,0.00043072604,0.00027495937,0.00048811903,0.00035317,0.0004917069,0.00069041544],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000090826274,0.00008755694,0.0013817606,0.0000785638,0.000021231868,0.000042358915,0.00009268915,0.9126904,0.028908527,0.0028021508,0.00031193576,0.053492002],"study_design_scores_gemma":[0.000009302405,0.00003941548,0.00038965346,0.000008365703,0.00000636417,0.00001579496,0.000014371466,0.99389607,0.0048826165,0.00030403092,0.00042709216,0.0000068690997],"about_ca_topic_score_codex":0.0014349609,"about_ca_topic_score_gemma":0.0024538473,"teacher_disagreement_score":0.002103257,"about_ca_system_score_codex":0.0004332712,"about_ca_system_score_gemma":0.0006345989,"threshold_uncertainty_score":0.0070361495},"labels":[],"label_agreement":null},{"id":"W4400672637","doi":"10.1016/j.engstruct.2024.118585","title":"Sustainable reinforced concrete design: The role of ultra-high performance concrete (UHPC) in life-cycle structural performance and environmental impacts","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":62,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Service life; Durability; Structural engineering; Stiffness; Life-cycle assessment; Beam (structure); Materials science; Reinforced concrete; Composite number; Finite element method; Carbon fibers; Structural material; Span (engineering); Engineering; Composite material","score_opus":0.0029052294228976818,"score_gpt":0.17242210431635344,"score_spread":0.16951687489345577,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400672637","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.33687407,0.008665499,0.61703306,0.00095726515,0.0001196469,0.00011658774,0.0003155988,0.00062051666,0.03529776],"genre_scores_gemma":[0.93901205,0.00206188,0.054512594,0.000059095168,0.000015433092,0.000053938034,0.00009979746,0.000054469434,0.0041306103],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996432,0.000073159856,0.000012176274,0.000049393693,0.00019050096,0.00003150915],"domain_scores_gemma":[0.99982554,0.000027420752,0.000047698744,0.000014831513,0.000068764646,0.000015788095],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045939523,0.00049069716,0.00019781683,0.00041347434,0.00020223296,0.0006087953,0.00059685163,0.0007225733,0.0011829574],"category_scores_gemma":[0.00036266595,0.00023823147,0.00030396087,0.0003673037,0.0003339776,0.0006065123,0.000341359,0.0003259721,0.00035220853],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013473305,0.00008871929,0.0050475365,0.0007742778,0.000091839654,0.00027521173,0.00017176718,0.5062542,0.27582917,0.03393935,0.0018961785,0.17549697],"study_design_scores_gemma":[0.00005265533,0.0011360185,0.011284235,0.00029670444,0.00017581563,0.00074800674,0.0002527691,0.7507394,0.13920599,0.0262805,0.06973007,0.000097774326],"about_ca_topic_score_codex":0.0017476693,"about_ca_topic_score_gemma":0.0037205683,"teacher_disagreement_score":0.0017476693,"about_ca_system_score_codex":0.00063322316,"about_ca_system_score_gemma":0.0010351583,"threshold_uncertainty_score":0.0045943856},"labels":[],"label_agreement":null},{"id":"W4401045741","doi":"10.1016/j.engstruct.2024.118559","title":"Fatigue life prediction of friction-stir-welded aluminum bridge decks – Experimental tests and numerical framework","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Fatigue and fracture mechanics","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo; Université Laval; Bureau de Coopération Interuniversitaire","funders":"","keywords":"Structural engineering; Bridge (graph theory); Welding; Friction stir welding; Aluminium; Materials science; Engineering; Composite material","score_opus":0.013553204319702217,"score_gpt":0.23920353847325793,"score_spread":0.2256503341535557,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401045741","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9680817,0.00024974567,0.028353505,0.000038119764,0.00001175512,0.000041066392,0.00017219565,0.00014050727,0.0029114562],"genre_scores_gemma":[0.9978491,0.000048505513,0.0016961402,0.0000032150497,0.0000019401966,0.000018327632,0.00006075924,0.0000068851637,0.00031509172],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999851,0.000025871124,0.000010465737,0.000028234594,0.000056102435,0.000028276172],"domain_scores_gemma":[0.9997174,0.00010970503,0.000030295687,0.00003777478,0.000090963156,0.000013825883],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004890838,0.00052476214,0.0004800096,0.00059367873,0.000384507,0.0003572396,0.0009643886,0.0012308318,0.00093099265],"category_scores_gemma":[0.00086457527,0.0003024865,0.0005278629,0.00029151372,0.00037569585,0.0003890909,0.00023591462,0.00023635881,0.00030492333],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014855395,0.00019134977,0.004336703,0.00009900056,0.00001342244,0.00011971153,0.0000970822,0.92519957,0.053486787,0.0006396381,0.00020851618,0.015459644],"study_design_scores_gemma":[0.000005069243,0.000107679465,0.0026189953,0.000006232981,0.0000060457655,0.000017408658,0.000023661281,0.9874857,0.009510958,0.00010557994,0.00010514857,0.0000073800047],"about_ca_topic_score_codex":0.005866929,"about_ca_topic_score_gemma":0.0043442026,"teacher_disagreement_score":0.005866929,"about_ca_system_score_codex":0.0004788171,"about_ca_system_score_gemma":0.0004568569,"threshold_uncertainty_score":0.011665523},"labels":[],"label_agreement":null},{"id":"W4401754563","doi":"10.1016/j.engstruct.2024.118791","title":"Out-of-plane cross-angle bending stiffness of cross-laminated timber","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Northern British Columbia","funders":"Key Project of Application Development Plan of Chongqing City; Open Research Fund Program of Key Laboratory of Metallogenic Prediction of Nonferrous Metals and Geological Environment Monitoring; National Aerospace Science Foundation of China; Chongqing Municipality Key Research and Development Program of China; Chongqing Science and Technology Commission; Ministry of Education of the People's Republic of China; Ministry of Education; Ministry of Science and Technology of the People's Republic of China; National Natural Science Foundation of China; Tianjin Postdoctoral Science Foundation","keywords":"Cross laminated timber; Structural engineering; Stiffness; Bending stiffness; Bending; Materials science; Composite material; Plane (geometry); Engineering; Geometry; Mathematics","score_opus":0.01085136822417155,"score_gpt":0.25376290958166836,"score_spread":0.24291154135749682,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401754563","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9849509,0.00008355566,0.008780943,0.000011210295,0.0000049470796,0.0000033938775,0.00008899493,0.000027615552,0.006048542],"genre_scores_gemma":[0.9977447,0.000023098393,0.0003547947,0.0000022457837,0.0000011627042,0.0000016542482,0.00003659009,0.0000056975005,0.0018299652],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999125,0.000014245535,0.0000034361942,0.000015588914,0.000034549288,0.000019667672],"domain_scores_gemma":[0.9998006,0.00008644428,0.000032042728,0.000017924476,0.000045248682,0.000017703118],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014344632,0.00018206309,0.00010671749,0.00026142527,0.00020665329,0.00023821532,0.00016851177,0.00016868877,0.0032086433],"category_scores_gemma":[0.00029712473,0.00013220853,0.00009145571,0.00019431853,0.0002763541,0.00024389398,0.0001693074,0.00014623538,0.0003932626],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005305784,0.0001406844,0.017273545,0.00014913068,0.000023272452,0.0005595537,0.00047137192,0.08963167,0.8373751,0.0034591681,0.0003925901,0.049993336],"study_design_scores_gemma":[0.00001618483,0.00046955456,0.1929661,0.000048031463,0.000039851508,0.0012454772,0.00090133114,0.23908411,0.5596368,0.0021038589,0.0034159324,0.000072754985],"about_ca_topic_score_codex":0.0006987836,"about_ca_topic_score_gemma":0.0018568619,"teacher_disagreement_score":0.0032086433,"about_ca_system_score_codex":0.00012412353,"about_ca_system_score_gemma":0.00014247803,"threshold_uncertainty_score":0.010733962},"labels":[],"label_agreement":null},{"id":"W4401827427","doi":"10.1016/j.engstruct.2024.118722","title":"Removal of freezing effects from modal frequencies of civil structures for structural health monitoring","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Mitacs","funders":"HORIZON EUROPE Framework Programme; Mitacs; Concordia University; European Commission","keywords":"Structural health monitoring; Modal; Structural engineering; Modal analysis; Engineering; Acoustics; Materials science; Environmental science; Civil engineering; Forensic engineering; Finite element method; Composite material; Physics","score_opus":0.012851383471497974,"score_gpt":0.28050485480138043,"score_spread":0.2676534713298825,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401827427","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.06218126,0.00029215173,0.93406457,0.00015930619,0.0000921286,0.000052962903,0.00026264202,0.001148249,0.0017467195],"genre_scores_gemma":[0.7148184,0.00059553055,0.28039426,0.00014535473,0.00010569246,0.00015908576,0.0010845175,0.00034861738,0.0023484954],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99954695,0.00006550195,0.00001960304,0.00012561707,0.00020266308,0.000039591603],"domain_scores_gemma":[0.9993073,0.00018361131,0.000092439484,0.00017118356,0.00022242601,0.00002308892],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005241805,0.0008223495,0.0004336278,0.0008380552,0.00040066533,0.00043897502,0.0007395472,0.00047350372,0.0010177202],"category_scores_gemma":[0.0025624328,0.00022797003,0.00058834575,0.00072856434,0.0005125568,0.0009487298,0.00071544375,0.0010954463,0.0004923764],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001997483,0.00012246335,0.007468792,0.00030967675,0.00010699815,0.00014622793,0.00036542432,0.081375614,0.1870972,0.005954231,0.0038256461,0.713028],"study_design_scores_gemma":[0.000018648554,0.00019124696,0.034513414,0.00007224088,0.00011512222,0.0003849764,0.00022038879,0.80535233,0.1334653,0.010501744,0.015073723,0.00009083273],"about_ca_topic_score_codex":0.0025843817,"about_ca_topic_score_gemma":0.004333244,"teacher_disagreement_score":0.0025843817,"about_ca_system_score_codex":0.00029415675,"about_ca_system_score_gemma":0.00061706215,"threshold_uncertainty_score":0.0051386952},"labels":[],"label_agreement":null},{"id":"W4401839013","doi":"10.1016/j.engstruct.2024.118725","title":"An improved method for statistics estimation of out-of-plane load resistance of masonry walls using design-code models and mechanics-based finite element models","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada; Alliance de recherche numérique du Canada","keywords":"Masonry; Finite element method; Structural engineering; Code (set theory); Engineering; Structural mechanics; Computer science; Mathematics; Programming language","score_opus":0.020986838895625186,"score_gpt":0.26843659780405804,"score_spread":0.24744975890843285,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401839013","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0020376334,0.000018616953,0.99706954,0.0000057702614,0.000006895582,0.000010590769,0.00004448517,0.00061841373,0.00018812699],"genre_scores_gemma":[0.10873982,0.00011910354,0.88716197,0.000039667586,0.00003453569,0.00019667158,0.00064401806,0.00057559536,0.0024886194],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992654,0.00016087452,0.00003063269,0.000114593626,0.00039800938,0.000030497176],"domain_scores_gemma":[0.99854964,0.0005833927,0.000115405936,0.00023402054,0.00048447563,0.000032973916],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007848447,0.00092201855,0.000908246,0.0015653878,0.00034983477,0.00060121185,0.0014243651,0.00092439214,0.002703078],"category_scores_gemma":[0.0026986147,0.00066505396,0.00073635345,0.0011388535,0.00034218366,0.00081937364,0.00059739006,0.0009928666,0.0018157761],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016427838,0.00023933759,0.0036755155,0.00019994965,0.00012963139,0.00012941251,0.00014000009,0.48378873,0.07134376,0.010302531,0.0031798184,0.42670706],"study_design_scores_gemma":[0.0000039725087,0.000012297641,0.00051917403,0.0000037409234,0.00000745308,0.000030056915,0.000003252034,0.9938759,0.0039577493,0.00063074834,0.00094409456,0.000011523548],"about_ca_topic_score_codex":0.004267655,"about_ca_topic_score_gemma":0.0060072616,"teacher_disagreement_score":0.004267655,"about_ca_system_score_codex":0.00037896706,"about_ca_system_score_gemma":0.0010389126,"threshold_uncertainty_score":0.00904268},"labels":[],"label_agreement":null},{"id":"W4401839175","doi":"10.1016/j.engstruct.2024.118860","title":"Experimental and numerical investigation of the cyclic behaviour of coupled balloon-type CLT shear walls with high-capacity base connections","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Abbotsford Veterinary Clinic; University of British Columbia","funders":"Earthquake Commission","keywords":"Shear (geology); Structural engineering; Base (topology); Shear wall; Balloon; Geology; Geotechnical engineering; Materials science; Engineering; Mathematics; Composite material; Mathematical analysis","score_opus":0.007484610631037538,"score_gpt":0.20164168648407738,"score_spread":0.19415707585303985,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401839175","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99738544,0.00004253266,0.0018965306,0.000009275739,0.000013869307,0.000011633484,0.000059135175,0.000028077917,0.0005535059],"genre_scores_gemma":[0.99734575,0.000029342045,0.0021258683,0.000004827534,0.0000023153334,0.000015225226,0.000058731428,0.0000059345666,0.00041212823],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995788,0.000047193338,0.000032869964,0.00007039812,0.00019184232,0.00007889511],"domain_scores_gemma":[0.9991726,0.0001815727,0.00015190672,0.00018122378,0.00021839172,0.00009427741],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00062147755,0.00051908934,0.0003483694,0.00044215756,0.00031065047,0.00029829954,0.00058197515,0.00072438177,0.001488352],"category_scores_gemma":[0.00092715706,0.00026390754,0.00039397817,0.0003660043,0.0007417027,0.00040185265,0.00049530243,0.00044472172,0.00019773119],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006145683,0.0003893188,0.015514569,0.00029115795,0.000043494736,0.001003726,0.0006886443,0.07686787,0.8869298,0.00087364676,0.00038683618,0.016396334],"study_design_scores_gemma":[0.00006665596,0.0043498403,0.044363588,0.000067688205,0.00009900331,0.00038073142,0.0010543165,0.197909,0.7483676,0.0003265597,0.0029130734,0.00010191948],"about_ca_topic_score_codex":0.0008885497,"about_ca_topic_score_gemma":0.0019339095,"teacher_disagreement_score":0.001488352,"about_ca_system_score_codex":0.0002218003,"about_ca_system_score_gemma":0.0002375988,"threshold_uncertainty_score":0.004979074},"labels":[],"label_agreement":null},{"id":"W4402742181","doi":"10.1016/j.engstruct.2024.118996","title":"Seismic damage assessment of bonded versus unbonded laminated rubber bearings: A deep learning perspective","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Infrastructure Maintenance and Monitoring","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"Science and Technology Program of Gansu Province; Department of Science and Technology of Inner Mongolia; China Earthquake Administration","keywords":"Structural engineering; Perspective (graphical); Natural rubber; Engineering; Forensic engineering; Geotechnical engineering; Composite material; Materials science; Computer science; Artificial intelligence","score_opus":0.004083309879229667,"score_gpt":0.24323024520105146,"score_spread":0.2391469353218218,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402742181","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5100302,0.0011360381,0.4802028,0.0011358495,0.00006165764,0.000030725314,0.00033468616,0.00031534783,0.0067526978],"genre_scores_gemma":[0.9848279,0.0002499028,0.012177543,0.000047797963,0.00003323453,0.0000062982667,0.00013210009,0.000013527035,0.002511617],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998859,0.00002009027,0.0000054039856,0.00002372433,0.000035199515,0.000029669756],"domain_scores_gemma":[0.9994746,0.00022627578,0.0000958387,0.000043224423,0.000112448004,0.000047661226],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048206974,0.000749369,0.0004256532,0.00057643425,0.00014239534,0.00060393126,0.00064907095,0.00088086136,0.001286099],"category_scores_gemma":[0.001439128,0.00025240204,0.0002729758,0.00032261852,0.0004657162,0.0010198385,0.00056976423,0.0006231807,0.0002240559],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014267911,0.00009545673,0.006043166,0.00006990227,0.000040703544,0.00007286773,0.000040219285,0.89173573,0.0075479983,0.002791009,0.0006569144,0.0907633],"study_design_scores_gemma":[0.0000015497023,0.000041386156,0.0019848323,0.000008427936,0.0000066330663,0.000022635824,0.000019120336,0.99434507,0.0015438455,0.0018702985,0.00015210902,0.0000040053646],"about_ca_topic_score_codex":0.003029269,"about_ca_topic_score_gemma":0.004289387,"teacher_disagreement_score":0.003029269,"about_ca_system_score_codex":0.00035174863,"about_ca_system_score_gemma":0.00034824634,"threshold_uncertainty_score":0.006023228},"labels":[],"label_agreement":null},{"id":"W4402809826","doi":"10.1016/j.engstruct.2024.119016","title":"A unified modeling approach for concrete masonry shear walls: Conception, validation and insights","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Universidade Federal Rural do Semi-Árido; Universidade Federal de Juiz de Fora; Fundação de Amparo à Pesquisa do Estado de São Paulo; University of Calgary","keywords":"Masonry; Structural engineering; Shear wall; Shear (geology); Geotechnical engineering; Model validation; Unreinforced masonry building; Engineering; Geology; Computer science; Materials science; Composite material","score_opus":0.010798666393529624,"score_gpt":0.20816570570312073,"score_spread":0.1973670393095911,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402809826","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.003056477,0.00011862,0.9934344,0.00009014698,0.00001814346,0.000021397618,0.000032128308,0.000082128856,0.0031466025],"genre_scores_gemma":[0.2577919,0.0009541713,0.7329965,0.00013363932,0.000086146465,0.00036724587,0.0002421763,0.000243264,0.007184893],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999186,0.0002448172,0.000054014206,0.000108211185,0.00034354464,0.00006356447],"domain_scores_gemma":[0.99927753,0.00019189481,0.00007055781,0.0001477587,0.00027129028,0.00004109514],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016483025,0.0010501771,0.0011308009,0.0014752285,0.0009589133,0.002632549,0.0027714863,0.002078006,0.002905338],"category_scores_gemma":[0.0019808854,0.0010429268,0.0015716845,0.0010762525,0.0016357898,0.0023734176,0.0017674841,0.0015939014,0.0009466706],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012819201,0.000061517734,0.00053990394,0.000092657545,0.000032387376,0.00011786463,0.000325548,0.37386146,0.0047442312,0.59957534,0.00075826526,0.019878063],"study_design_scores_gemma":[0.000006923161,0.000026475562,0.0002197252,0.00004055548,0.00001798386,0.000049398466,0.000084539875,0.91432697,0.00094084523,0.07835238,0.005918146,0.000016004073],"about_ca_topic_score_codex":0.0052825464,"about_ca_topic_score_gemma":0.0071054823,"teacher_disagreement_score":0.0052825464,"about_ca_system_score_codex":0.000928261,"about_ca_system_score_gemma":0.0019886154,"threshold_uncertainty_score":0.01050359},"labels":[],"label_agreement":null},{"id":"W4402832452","doi":"10.1016/j.engstruct.2024.119020","title":"Experimental study and seismic assessment on base isolated precast concrete frame structure with box connectors","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Precast concrete; Structural engineering; Frame (networking); Base (topology); Engineering; Geotechnical engineering; Computer science; Geology; Mathematics; Mechanical engineering","score_opus":0.003990041999561401,"score_gpt":0.21964967562135757,"score_spread":0.21565963362179616,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402832452","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99715567,0.00001199957,0.0020849365,0.0000067451256,0.0000057628736,0.000014682019,0.000043092437,0.000016904361,0.00066031545],"genre_scores_gemma":[0.9982535,0.000019505476,0.0010013336,0.0000027615436,0.000002893921,0.000012831371,0.000036370828,0.0000032473338,0.00066756015],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995421,0.00008450849,0.00001634835,0.000086655724,0.00018035922,0.00009006311],"domain_scores_gemma":[0.99921477,0.00022733572,0.00010199392,0.00012157732,0.00021684522,0.00011751571],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005629867,0.0008059005,0.00039771816,0.0004955138,0.00048228417,0.00020255234,0.0007432537,0.0009218288,0.0020262627],"category_scores_gemma":[0.00062927854,0.0003058384,0.00037491194,0.00037337074,0.0008057327,0.00045172512,0.00038579118,0.00036770976,0.00027789472],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0020459073,0.0025766212,0.010066228,0.00016604114,0.000034993052,0.000729611,0.00055975484,0.045346912,0.9274984,0.0009572136,0.00023970928,0.009778646],"study_design_scores_gemma":[0.00046914493,0.0439838,0.110595316,0.00004550212,0.0002943639,0.0006289988,0.0018384133,0.17820631,0.66091406,0.00075841864,0.0021724675,0.00009315359],"about_ca_topic_score_codex":0.0009971154,"about_ca_topic_score_gemma":0.0015220925,"teacher_disagreement_score":0.0020262627,"about_ca_system_score_codex":0.00024669062,"about_ca_system_score_gemma":0.00043889618,"threshold_uncertainty_score":0.006778538},"labels":[],"label_agreement":null},{"id":"W4403195759","doi":"10.1016/j.engstruct.2024.118925","title":"Experimental investigation of the effects of different reinforcement configurations on the shear strength of reinforced concrete block masonry","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Masonry; Reinforcement; Structural engineering; Reinforced concrete; Unreinforced masonry building; Block (permutation group theory); Shear strength (soil); Shear (geology); Materials science; Composite material; Geotechnical engineering; Engineering; Geology; Mathematics","score_opus":0.004584410559404058,"score_gpt":0.18902398562980277,"score_spread":0.1844395750703987,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403195759","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993936,0.00008874753,0.00019533481,0.000003537252,0.0000039359643,0.000008815676,0.000048165497,0.0000033678098,0.00025441914],"genre_scores_gemma":[0.99847597,0.0001579727,0.0007224207,0.0000064176998,0.000004164448,0.000014526566,0.00007077161,0.0000045083934,0.0005431961],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99923193,0.00012944566,0.00008454787,0.00012467736,0.00030014897,0.00012914787],"domain_scores_gemma":[0.99874336,0.00043105497,0.00027697714,0.00011911888,0.0003098162,0.00011977411],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00068424497,0.00056801795,0.0003312799,0.0003479382,0.00029609937,0.00019208403,0.00035803876,0.00048472523,0.0021129448],"category_scores_gemma":[0.0010483903,0.00034782532,0.00034052704,0.00032461438,0.0005403764,0.00032073463,0.0004843848,0.00061711535,0.00025520124],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00083962624,0.00033545672,0.004053487,0.00011185049,0.000021928738,0.000103246,0.00022573612,0.001522276,0.98979867,0.000046145586,0.000025999481,0.0029155635],"study_design_scores_gemma":[0.000027381606,0.012326531,0.037776567,0.000024144463,0.00007001179,0.00011676096,0.0003385084,0.002460268,0.9460761,0.00004693547,0.00070758717,0.000029170287],"about_ca_topic_score_codex":0.0007524506,"about_ca_topic_score_gemma":0.0021733204,"teacher_disagreement_score":0.0021129448,"about_ca_system_score_codex":0.00016252583,"about_ca_system_score_gemma":0.00021234748,"threshold_uncertainty_score":0.007068515},"labels":[],"label_agreement":null},{"id":"W4403258232","doi":"10.1016/j.engstruct.2024.119087","title":"Experimental and analytical investigation for modular double truss bridge","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Truss; Modular design; Structural engineering; Bridge (graph theory); Truss bridge; Engineering; Computer science","score_opus":0.01389259055615306,"score_gpt":0.24774771478441035,"score_spread":0.2338551242282573,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403258232","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9839702,0.000096541145,0.012179657,0.00003303543,0.000019447829,0.000093068855,0.00017870234,0.00012399687,0.0033053001],"genre_scores_gemma":[0.9864739,0.00012106266,0.010081272,0.000033335156,0.000010931308,0.000093964416,0.0002406145,0.000021534024,0.0029234511],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994697,0.00003673394,0.000022345183,0.000089480774,0.00030871472,0.00007297505],"domain_scores_gemma":[0.999503,0.00007103357,0.0000446345,0.00008976591,0.00024630353,0.000045250745],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006377821,0.00042919477,0.00030590605,0.0006572552,0.00044682386,0.00016824975,0.00061956345,0.00064348284,0.0029787605],"category_scores_gemma":[0.00061210373,0.00018939913,0.00020438606,0.00033983254,0.0004646761,0.0005349911,0.00063338253,0.00032296075,0.0005276602],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008092073,0.00030371547,0.0023954913,0.00014763436,0.0000069393777,0.00022507066,0.0003282056,0.005543895,0.9764638,0.00043979875,0.00024283498,0.01382163],"study_design_scores_gemma":[0.000048236423,0.0058139004,0.023735695,0.00004290527,0.000030234041,0.0005947795,0.00085124205,0.06388516,0.8972648,0.00056910247,0.0071019465,0.00006207813],"about_ca_topic_score_codex":0.0005944454,"about_ca_topic_score_gemma":0.001115197,"teacher_disagreement_score":0.0029787605,"about_ca_system_score_codex":0.000187966,"about_ca_system_score_gemma":0.00020473187,"threshold_uncertainty_score":0.009965003},"labels":[],"label_agreement":null},{"id":"W4403465762","doi":"10.1016/j.engstruct.2024.119099","title":"A low-cost timber cladding system for the sustainable retrofit of masonry buildings: mechanical characterization under diagonal compression","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Toronto; Carleton University; McGill University","funders":"","keywords":"Masonry; Diagonal; Structural engineering; Cladding (metalworking); Engineering; Civil engineering; Architectural engineering; Materials science; Composite material; Mathematics","score_opus":0.005116751721196459,"score_gpt":0.2044563779653162,"score_spread":0.19933962624411974,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403465762","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.996912,0.00012231345,0.0020410717,0.000009425577,0.0000073165834,0.000027060172,0.000088481924,0.000029419461,0.00076280633],"genre_scores_gemma":[0.99489,0.000116118776,0.0036778029,0.000009062475,0.0000016562396,0.000015362486,0.00011226221,0.00000903424,0.001168685],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99980766,0.000009288012,0.0000070265146,0.000019962881,0.000119100456,0.000036991994],"domain_scores_gemma":[0.9998246,0.000010920075,0.00002741696,0.000015632413,0.00009078761,0.000030646035],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002766776,0.00031563034,0.00018544504,0.0004319674,0.00035408157,0.00031737774,0.00037083583,0.00019206335,0.0006332153],"category_scores_gemma":[0.00024409663,0.00010318119,0.00014944017,0.00033356168,0.000293965,0.00015335315,0.00019467072,0.0002086896,0.00017783073],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001793898,0.00014082214,0.011007455,0.00013977902,0.000009032204,0.00024673156,0.00016677316,0.0069242897,0.95330215,0.00019810282,0.00030082074,0.027384624],"study_design_scores_gemma":[0.000023597951,0.0021175977,0.09691444,0.000040473784,0.000049718506,0.00031320952,0.0007152879,0.033577707,0.8587944,0.000057287514,0.007351014,0.000045226843],"about_ca_topic_score_codex":0.023981396,"about_ca_topic_score_gemma":0.10936837,"teacher_disagreement_score":0.023981396,"about_ca_system_score_codex":0.00080138794,"about_ca_system_score_gemma":0.0006055188,"threshold_uncertainty_score":0.047683597},"labels":[],"label_agreement":null},{"id":"W4403627196","doi":"10.1016/j.engstruct.2024.119089","title":"Experimental assessment of the in-plane cyclic response of flanged partially grouted reinforced masonry shear walls failing in flexure","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Masonry; Structural engineering; Shear (geology); Reinforced concrete; Geotechnical engineering; Shear wall; Unreinforced masonry building; Geology; Materials science; Engineering; Composite material","score_opus":0.005602993902379688,"score_gpt":0.23230856366713673,"score_spread":0.22670556976475703,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403627196","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99892056,0.000048188405,0.00070273376,0.0000053056683,0.000010342917,0.0000090129715,0.00006100445,0.000013977428,0.00022885628],"genre_scores_gemma":[0.9982487,0.00006498608,0.0009175141,0.0000106133,0.0000034350433,0.00001343779,0.000084027444,0.0000064288565,0.0006509038],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99967206,0.000030518986,0.00002820516,0.000057342415,0.00012716197,0.00008466016],"domain_scores_gemma":[0.99919885,0.0001674644,0.00018140282,0.00013012087,0.00022062231,0.00010155766],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000325175,0.0006202331,0.0002576367,0.00027832694,0.00019585706,0.00014716476,0.00042578165,0.00053006876,0.0019356102],"category_scores_gemma":[0.00066354685,0.00023478948,0.00026018667,0.00018097891,0.00039093947,0.00022631027,0.0003593027,0.00045937946,0.00027816673],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004353115,0.00013250789,0.0025281603,0.0000785218,0.000010947132,0.00019064436,0.00014627697,0.0025302153,0.99149805,0.000029807836,0.00004285146,0.0023765648],"study_design_scores_gemma":[0.00002161565,0.007647655,0.039220452,0.000025955831,0.000050001505,0.00021063168,0.00054936495,0.0077321646,0.94374865,0.00004404604,0.0007245932,0.00002493288],"about_ca_topic_score_codex":0.0005164593,"about_ca_topic_score_gemma":0.0013902163,"teacher_disagreement_score":0.0019356102,"about_ca_system_score_codex":0.00010059566,"about_ca_system_score_gemma":0.00013572615,"threshold_uncertainty_score":0.00647521},"labels":[],"label_agreement":null},{"id":"W4403842131","doi":"10.1016/j.engstruct.2024.119226","title":"Seismic reliability-based assessment and design optimization of shape memory alloy bars in concrete bridge piers","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia; Okanagan University College","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Pier; Bridge (graph theory); Reliability (semiconductor); Engineering; Seismic analysis; Computer science","score_opus":0.0073116805355308645,"score_gpt":0.22491320686792174,"score_spread":0.21760152633239088,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403842131","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7799251,0.0005358094,0.21560502,0.000061214094,0.000009250676,0.000065784145,0.00009240487,0.00020902729,0.0034963812],"genre_scores_gemma":[0.98625344,0.00011208491,0.0130507955,0.0000044664666,0.0000019128354,0.00003041844,0.000037195383,0.000013683208,0.00049611705],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997663,0.00007821739,0.000009784686,0.000034897344,0.00008121827,0.000029684827],"domain_scores_gemma":[0.99971205,0.00012041359,0.000071130315,0.000020897503,0.000060921404,0.000014570677],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00073383155,0.00093769556,0.00054123,0.00089127413,0.00014908549,0.00044124768,0.0004528547,0.00067679875,0.0005769014],"category_scores_gemma":[0.00085293927,0.00044737983,0.0006484579,0.00030989174,0.00033005484,0.0002600607,0.0003904717,0.00023130809,0.00014247424],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000033343553,0.000019552524,0.00091886614,0.00004095616,0.000011425134,0.000048773534,0.000017991339,0.9806593,0.011880493,0.00024678442,0.000032675624,0.0060898033],"study_design_scores_gemma":[0.0000028831448,0.00014192968,0.0006229803,0.0000036775682,0.000011696565,0.000014253281,0.000014487074,0.99582326,0.0031631591,0.000105780826,0.0000918888,0.0000039348624],"about_ca_topic_score_codex":0.0014129882,"about_ca_topic_score_gemma":0.0015075448,"teacher_disagreement_score":0.0014129882,"about_ca_system_score_codex":0.0004207148,"about_ca_system_score_gemma":0.0005097679,"threshold_uncertainty_score":0.0038809776},"labels":[],"label_agreement":null},{"id":"W4403905553","doi":"10.1016/j.engstruct.2024.119172","title":"Displacement and acceleration control design approach for an isolated industrial building structure with hysteretic and viscous damping devices","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Vibration Control and Rheological Fluids","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Viscous damping; Acceleration; Displacement (psychology); Structural engineering; Hysteresis; Engineering; Vibration control; Physics; Classical mechanics; Acoustics; Vibration","score_opus":0.016571728092572194,"score_gpt":0.22099988624800115,"score_spread":0.20442815815542897,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403905553","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.02047307,0.0002284707,0.97000015,0.00012594892,0.000067022,0.000061959516,0.000018448936,0.000120542645,0.008904353],"genre_scores_gemma":[0.9277966,0.00028654965,0.062366463,0.00010206111,0.00007179301,0.000172764,0.00003883842,0.000029235058,0.009135744],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998338,0.000024812487,0.0000077561735,0.000045627054,0.00006663854,0.000021315476],"domain_scores_gemma":[0.99986875,0.00003035048,0.000023549204,0.000009273896,0.00005898797,0.000008986433],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030385336,0.00073357846,0.0005827192,0.00030643205,0.00044563538,0.0007452463,0.0008881413,0.0008432584,0.002832546],"category_scores_gemma":[0.00029965318,0.0003313677,0.00049758755,0.00017394638,0.0004148993,0.00027994075,0.0005830114,0.00046688342,0.00037320776],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012756602,0.00011347274,0.00041055054,0.00035596668,0.00008125332,0.0002439345,0.00020792619,0.8358783,0.0687664,0.012333003,0.00091892824,0.080562696],"study_design_scores_gemma":[0.000014284639,0.00016814147,0.00017884014,0.000008600845,0.00002350427,0.00002622711,0.000021990822,0.9954391,0.0025422235,0.00053501566,0.0010366066,0.000005352736],"about_ca_topic_score_codex":0.0038812011,"about_ca_topic_score_gemma":0.0042435247,"teacher_disagreement_score":0.0038812011,"about_ca_system_score_codex":0.0003747299,"about_ca_system_score_gemma":0.0005964573,"threshold_uncertainty_score":0.009475768},"labels":[],"label_agreement":null},{"id":"W4403910482","doi":"10.1016/j.engstruct.2024.119157","title":"Hysteresis characteristics of multi-segment precast columns with ultra-high performance concrete-based grouted sleeve connections: An experimental and analytical approach","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"Natural Science Foundation of Chongqing; Natural Science Foundation of Hunan Province; National Natural Science Foundation of China","keywords":"Precast concrete; Structural engineering; Hysteresis; Engineering; Geotechnical engineering; Materials science; Physics","score_opus":0.011133374601764138,"score_gpt":0.21959230380813424,"score_spread":0.2084589292063701,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403910482","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99815863,0.00005528617,0.0013314479,0.000006349642,0.000005436588,0.000006001672,0.00004809777,0.000037393052,0.0003513164],"genre_scores_gemma":[0.9995697,0.00001214261,0.00020770547,0.0000016977923,0.0000012746218,0.0000020473954,0.000017937811,0.0000022841239,0.00018510263],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997956,0.000023911847,0.00000671308,0.000041547428,0.00009190436,0.000040328177],"domain_scores_gemma":[0.99928707,0.0002232518,0.00013481826,0.000082620034,0.00018368274,0.00008857228],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022243544,0.00021502568,0.00017915963,0.00036878526,0.00020357754,0.00017301443,0.0005337325,0.00040510952,0.0014643847],"category_scores_gemma":[0.00053042005,0.0001845078,0.00014823004,0.00027665333,0.00053707237,0.00027788916,0.00017765872,0.00028773933,0.00012856319],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003261372,0.00016005624,0.0019710418,0.000050072606,0.000009870492,0.00006865071,0.0001600973,0.0056788772,0.98728347,0.00016463362,0.000079804086,0.0040472355],"study_design_scores_gemma":[0.000039922033,0.001741966,0.041833058,0.000022746803,0.000039750543,0.00014751904,0.0003062549,0.07000783,0.8849848,0.000120304525,0.00072262343,0.000033344084],"about_ca_topic_score_codex":0.00097175344,"about_ca_topic_score_gemma":0.0015028336,"teacher_disagreement_score":0.0014643847,"about_ca_system_score_codex":0.00022366447,"about_ca_system_score_gemma":0.00015295243,"threshold_uncertainty_score":0.0048989058},"labels":[],"label_agreement":null},{"id":"W4404198497","doi":"10.1016/j.engstruct.2024.119269","title":"Enhancing seismic resilience in modular steel building through three-dimensional isolation","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"BIM and Construction Integration","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Resilience (materials science); Modular design; Seismic isolation; Isolation (microbiology); Structural engineering; Engineering; Forensic engineering; Geology; Architectural engineering; Civil engineering; Computer science; Materials science; Composite material; Biology","score_opus":0.004537438532838836,"score_gpt":0.20714550540981755,"score_spread":0.20260806687697872,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404198497","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.72402126,0.00011245473,0.2532888,0.00015181916,0.000033865548,0.000019341313,0.00006911821,0.0009602014,0.02134321],"genre_scores_gemma":[0.99021554,0.000021484952,0.008927058,0.000012452669,0.0000026866678,0.0000051941297,0.000026544394,0.000027243417,0.0007619078],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998159,0.000030708554,0.0000048241877,0.000024111003,0.00007168956,0.000052966538],"domain_scores_gemma":[0.99978393,0.00005753333,0.000039219623,0.000045025034,0.000039469174,0.000034897726],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021952932,0.0005994301,0.00028102458,0.00044444393,0.0002848518,0.00056353776,0.000608342,0.00040491569,0.002970852],"category_scores_gemma":[0.0006080229,0.00021869157,0.00028512758,0.00023388903,0.0005584554,0.0006905428,0.0017855581,0.0004156142,0.0006180303],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00036604563,0.0003532183,0.004975394,0.00009993387,0.00004886295,0.00040525518,0.00032203723,0.7193707,0.16614404,0.010920333,0.0008554812,0.09613867],"study_design_scores_gemma":[0.000017586668,0.00036857123,0.0059095877,0.000020776539,0.000046008336,0.00024335344,0.0002995526,0.94777536,0.038107347,0.0048810327,0.00230174,0.000029191762],"about_ca_topic_score_codex":0.0009173642,"about_ca_topic_score_gemma":0.0021653313,"teacher_disagreement_score":0.002970852,"about_ca_system_score_codex":0.0002669076,"about_ca_system_score_gemma":0.0004809095,"threshold_uncertainty_score":0.0099384785},"labels":[],"label_agreement":null},{"id":"W4404198503","doi":"10.1016/j.engstruct.2024.119285","title":"Effect of model architecture and input parameters to improve performance of artificial intelligence models for estimating concrete strength using SonReb","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Infrastructure Maintenance and Monitoring","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Mitacs","keywords":"Artificial neural network; Computer science; Structural engineering; Engineering; Artificial intelligence","score_opus":0.009815278931708115,"score_gpt":0.24829273910489819,"score_spread":0.23847746017319008,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404198503","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8144515,0.001173315,0.17831935,0.00048554954,0.00010252381,0.00014799122,0.00016783872,0.0016580514,0.0034937903],"genre_scores_gemma":[0.9734954,0.00020066454,0.025577186,0.000054554934,0.0000071046693,0.0000547554,0.00017714579,0.000029925186,0.00040321943],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992735,0.00021859007,0.00009536133,0.00018625578,0.00014910613,0.000077074015],"domain_scores_gemma":[0.99619305,0.001985753,0.00034978832,0.00045774662,0.00093748386,0.00007627383],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0030005064,0.0016410968,0.00068979163,0.0006193633,0.00037312327,0.0010718069,0.0011043072,0.0011378878,0.0009245644],"category_scores_gemma":[0.008789904,0.0006063857,0.000750388,0.00036852833,0.00056314905,0.0018769115,0.0008412084,0.0015327017,0.00031023702],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021238014,0.00013930754,0.007741541,0.00009847533,0.00009835275,0.000055385186,0.00007222873,0.9437031,0.0047296477,0.0003398755,0.0001805306,0.042629115],"study_design_scores_gemma":[0.000010446528,0.000110162844,0.0016084791,0.000018382321,0.000041101222,0.000015007336,0.000024674884,0.99365294,0.0041439626,0.00017129151,0.00019194721,0.000011597555],"about_ca_topic_score_codex":0.012401024,"about_ca_topic_score_gemma":0.009271696,"teacher_disagreement_score":0.012401024,"about_ca_system_score_codex":0.000658308,"about_ca_system_score_gemma":0.000970736,"threshold_uncertainty_score":0.024657667},"labels":[],"label_agreement":null},{"id":"W4404793216","doi":"10.1016/j.engstruct.2024.119345","title":"Reliability analysis of timber columns under fire load using numerical models with equivalent section temperature","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Probabilistic and Robust Engineering Design","field":"Decision Sciences","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo; Okanagan University College; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Reliability (semiconductor); Section (typography); Structural engineering; Engineering; Fire resistance; Reliability engineering; Materials science; Computer science; Composite material; Physics","score_opus":0.04500587842145836,"score_gpt":0.3091110485780916,"score_spread":0.2641051701566332,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404793216","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.32652983,0.00035781055,0.66913617,0.00008469577,0.00002678767,0.000047218986,0.0002642937,0.00038291162,0.0031703582],"genre_scores_gemma":[0.9721086,0.00017479972,0.02638603,0.000012163279,0.000008101595,0.000055888693,0.00017365887,0.00003378035,0.0010470304],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99977,0.000059342165,0.0000127409385,0.000047298752,0.000084968226,0.000025635547],"domain_scores_gemma":[0.9993747,0.00029071767,0.00011996303,0.0000750839,0.00012168901,0.000017885599],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047504148,0.00049313024,0.00040484197,0.0005614343,0.00023060146,0.0004990867,0.0006403457,0.0006211944,0.00080000854],"category_scores_gemma":[0.0012171993,0.00032862593,0.0008029179,0.00036226652,0.00038983123,0.0005076412,0.00030551286,0.00043751663,0.00019925892],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000009737009,0.00000744355,0.0006522554,0.000011142647,0.000006436053,0.000020759257,0.000013008167,0.9947089,0.0019802663,0.00031288274,0.000031320622,0.0022458807],"study_design_scores_gemma":[5.306626e-7,0.000006920825,0.00027631668,0.0000015993248,0.000002333996,0.000008217546,0.0000030427693,0.999046,0.00047507902,0.00012963133,0.000048288588,0.0000019995528],"about_ca_topic_score_codex":0.006523942,"about_ca_topic_score_gemma":0.0057575735,"teacher_disagreement_score":0.006523942,"about_ca_system_score_codex":0.00045578467,"about_ca_system_score_gemma":0.00045385776,"threshold_uncertainty_score":0.012971938},"labels":[],"label_agreement":null},{"id":"W4404799413","doi":"10.1016/j.engstruct.2024.119408","title":"Eccentric loading behavior of fibrous self-consolidated concrete columns reinforced with basalt FRP (BFRP) bars and spirals","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Fibre-reinforced plastic; Basalt fiber; Materials science; Structural engineering; Composite material; Geotechnical engineering; Geology; Engineering; Fiber","score_opus":0.0045867303137831035,"score_gpt":0.19924920325196943,"score_spread":0.19466247293818634,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404799413","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99918526,0.000012511922,0.00022549796,0.000002949511,0.0000011830599,0.0000011797273,0.000016539634,0.000009472945,0.000545399],"genre_scores_gemma":[0.9993882,0.000008102091,0.00010490751,0.0000016516564,4.4431857e-7,8.9137745e-7,0.000022992828,0.0000026656164,0.0004699548],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99988425,0.000012677063,0.0000043928026,0.000021701399,0.00004584636,0.00003102623],"domain_scores_gemma":[0.9996357,0.00010860424,0.00008134725,0.000028219149,0.00007828709,0.00006773936],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010914673,0.00017679503,0.00012845756,0.00042719266,0.00017876561,0.00016399348,0.00023561338,0.00027900818,0.0016831212],"category_scores_gemma":[0.0004808334,0.00015063863,0.00009531561,0.00016419924,0.00044386197,0.00017188644,0.00018367262,0.00016708701,0.0002451927],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009985066,0.00018364975,0.01040608,0.00005592184,0.000016524253,0.00055964175,0.00038518145,0.043569747,0.9338784,0.00075762114,0.00021018874,0.008978502],"study_design_scores_gemma":[0.000047232876,0.0018691702,0.16012612,0.000037483453,0.000033765442,0.0004487378,0.0006525666,0.35253224,0.4829381,0.00036323746,0.0008978321,0.000053557964],"about_ca_topic_score_codex":0.0019986911,"about_ca_topic_score_gemma":0.0026447903,"teacher_disagreement_score":0.0019986911,"about_ca_system_score_codex":0.00020724248,"about_ca_system_score_gemma":0.00013422214,"threshold_uncertainty_score":0.0056306124},"labels":[],"label_agreement":null},{"id":"W4404874472","doi":"10.1016/j.engstruct.2024.119406","title":"Utilizing realistic loading histories for the calibration of nonlinear components in seismic analysis","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada; China Scholarship Council; Ministry of Education of the People's Republic of China","keywords":"Calibration; Nonlinear system; Structural engineering; Geology; Engineering; Computer science; Materials science; Mathematics; Physics; Statistics","score_opus":0.01384474578817473,"score_gpt":0.22966191469756597,"score_spread":0.21581716890939123,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404874472","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.21408042,0.00057059655,0.78035694,0.00018561252,0.00011136809,0.0003924337,0.0002861974,0.00083623786,0.0031801094],"genre_scores_gemma":[0.8717588,0.00042317802,0.12655872,0.00006110281,0.000011675263,0.00028878386,0.00022280867,0.00008531316,0.0005896885],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990409,0.00021925145,0.00007819657,0.00014755434,0.00046102225,0.000053050957],"domain_scores_gemma":[0.9977189,0.0009816797,0.00029345005,0.0005914945,0.0003767161,0.000037785143],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0023228587,0.0010949783,0.00035201517,0.0009006419,0.0003183505,0.0005461432,0.0010500576,0.0010544448,0.0013596015],"category_scores_gemma":[0.006424214,0.000290909,0.00026030032,0.0006517876,0.0008720351,0.001157058,0.0009215175,0.00088097685,0.0002824571],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00046640466,0.00036465624,0.0066306414,0.00090124784,0.000041642485,0.00026276754,0.00077295845,0.46305525,0.35763702,0.007925193,0.00093973323,0.16100249],"study_design_scores_gemma":[0.000037438604,0.0008830402,0.011678909,0.00015550641,0.00004901624,0.00021913131,0.00032505827,0.68140644,0.29499686,0.00405874,0.0060277814,0.00016199327],"about_ca_topic_score_codex":0.0010535376,"about_ca_topic_score_gemma":0.0017122241,"teacher_disagreement_score":0.0023228587,"about_ca_system_score_codex":0.0005157138,"about_ca_system_score_gemma":0.00059476244,"threshold_uncertainty_score":0.012284577},"labels":[],"label_agreement":null},{"id":"W4404952417","doi":"10.1016/j.engstruct.2024.119390","title":"Experimental investigation into the lateral performance of post-tensioned steel-timber hybrid frame with tension-only braces","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Structural engineering; Tension (geology); Steel frame; Frame (networking); Engineering; Materials science; Composite material; Mechanical engineering; Compression (physics)","score_opus":0.004099351914554899,"score_gpt":0.17741953126711216,"score_spread":0.17332017935255725,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404952417","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980088,0.000030362771,0.0011558111,0.000004853658,0.000012941928,0.000006616087,0.00006526264,0.000026361451,0.00068895466],"genre_scores_gemma":[0.9979095,0.000023007313,0.0006303475,0.000002754157,0.0000032227654,0.000006591272,0.000057467103,0.000008329209,0.0013588091],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996897,0.000029854538,0.00001370278,0.000059102233,0.00012301916,0.00008462114],"domain_scores_gemma":[0.99943584,0.0001275677,0.00008629414,0.00008500985,0.00019702749,0.00006824756],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003742272,0.000553826,0.0002878247,0.00033575625,0.0004028094,0.00022517424,0.0006538146,0.00054435513,0.004599881],"category_scores_gemma":[0.0005155256,0.00021791978,0.00027170868,0.0002288084,0.0005205634,0.00044246658,0.00029839852,0.00023917823,0.00050518586],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00097053417,0.00035808404,0.0010673804,0.00007286472,0.0000100032275,0.0001138164,0.00014340917,0.003053929,0.99000543,0.0001998083,0.000097703065,0.003906992],"study_design_scores_gemma":[0.000111136425,0.012143704,0.026222572,0.000024722516,0.00009087055,0.00021776395,0.00045652533,0.025291597,0.9337089,0.00012822515,0.001557949,0.00004606883],"about_ca_topic_score_codex":0.0008486656,"about_ca_topic_score_gemma":0.0012977571,"teacher_disagreement_score":0.004599881,"about_ca_system_score_codex":0.0001987629,"about_ca_system_score_gemma":0.00021585822,"threshold_uncertainty_score":0.015388072},"labels":[],"label_agreement":null},{"id":"W4405006512","doi":"10.1016/j.engstruct.2024.119414","title":"Seismic design optimization of two-defense-line restraining system for unbonded laminated rubber bearing supported highway bridges accounting for maximum credible earthquakes","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"National Natural Science Foundation of China; Anhui Provincial Department of Housing and Urban-Rural Development","keywords":"Structural engineering; Bearing (navigation); Engineering; Natural rubber; Line (geometry); Geotechnical engineering; Civil engineering; Geology; Forensic engineering; Computer science; Materials science; Mathematics; Composite material","score_opus":0.017437210019468078,"score_gpt":0.2383341986332817,"score_spread":0.22089698861381363,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405006512","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6210007,0.00035721125,0.34376898,0.00035390313,0.00007015316,0.00018785438,0.0002372047,0.0006097686,0.03341417],"genre_scores_gemma":[0.98977065,0.000043643675,0.007335623,0.00002159079,0.000006458454,0.00006157915,0.000053440315,0.00003176817,0.002675193],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99979085,0.000066429275,0.000006786397,0.00003979271,0.00004319973,0.000052956275],"domain_scores_gemma":[0.99972206,0.000103301376,0.000051195275,0.000017452468,0.00007741152,0.000028431541],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042128545,0.00095783,0.0009492876,0.00063581904,0.0006452076,0.00094530557,0.0009282115,0.001650684,0.0041732336],"category_scores_gemma":[0.00073944434,0.00070279633,0.000659565,0.00033413013,0.00045843303,0.00039999708,0.00056559365,0.0004388006,0.0005267983],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000057832167,0.000024770663,0.0002564967,0.000033708122,0.00001309097,0.00007020279,0.000029588306,0.99108666,0.0044079935,0.00043141397,0.0001648944,0.0034233741],"study_design_scores_gemma":[0.000009604918,0.00008014154,0.00026463473,0.0000033964088,0.000013462106,0.000009210983,0.000024348681,0.9987179,0.00063077273,0.00007599474,0.00016676333,0.000003706106],"about_ca_topic_score_codex":0.0072583198,"about_ca_topic_score_gemma":0.0064596566,"teacher_disagreement_score":0.0072583198,"about_ca_system_score_codex":0.00093425903,"about_ca_system_score_gemma":0.0010357492,"threshold_uncertainty_score":0.014432132},"labels":[],"label_agreement":null},{"id":"W4405039058","doi":"10.1016/j.engstruct.2024.119346","title":"Theoretical modeling of pull-out stiffness of glued-in single rod in timber","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Stiffness; Structural engineering; Engineering; Materials science; Forensic engineering","score_opus":0.008127355764170735,"score_gpt":0.19869241003993424,"score_spread":0.1905650542757635,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405039058","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.23535544,0.0016945536,0.7271971,0.00028581702,0.000119160184,0.00013278404,0.0003729755,0.00063301524,0.03420915],"genre_scores_gemma":[0.9724191,0.0009616446,0.020240605,0.000043459408,0.0000152310895,0.00012150623,0.00010359473,0.000067786605,0.0060270764],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997837,0.000036721656,0.000010255586,0.000047641242,0.00009040046,0.000031334424],"domain_scores_gemma":[0.9998198,0.0000645404,0.000030346271,0.00002142564,0.00005238118,0.000011530301],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003424245,0.00060164207,0.00039279897,0.00088702707,0.00034189914,0.00055281183,0.0015616191,0.0012663702,0.0018252931],"category_scores_gemma":[0.0006853163,0.00041001223,0.0006960297,0.0003868035,0.00083147665,0.0010262995,0.00038565253,0.00035803535,0.00062130665],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000314783,0.0000535373,0.0015405897,0.00020495523,0.000019183848,0.0006337874,0.00024630822,0.9270607,0.037438743,0.018959407,0.0005136634,0.013297519],"study_design_scores_gemma":[0.0000018143655,0.000019434707,0.0003209849,0.000014810857,0.000005017647,0.00005364846,0.00002752394,0.9959927,0.0016100848,0.0013949452,0.0005496563,0.000009388013],"about_ca_topic_score_codex":0.004369641,"about_ca_topic_score_gemma":0.0035042579,"teacher_disagreement_score":0.004369641,"about_ca_system_score_codex":0.00065760285,"about_ca_system_score_gemma":0.00065366505,"threshold_uncertainty_score":0.00868845},"labels":[],"label_agreement":null},{"id":"W4405054406","doi":"10.1016/j.engstruct.2024.119266","title":"Modal dynamic and response spectrum analyses of rectangular flexible water containing structures through modified ground motion accelerations","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Response to Dynamic Loads","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Modal; Structural engineering; Response spectrum; Ground motion; Modal analysis; Spectrum (functional analysis); Motion (physics); Acoustics; Physics; Materials science; Geology; Engineering; Classical mechanics; Finite element method; Composite material","score_opus":0.019420959303752622,"score_gpt":0.28591378564752634,"score_spread":0.2664928263437737,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405054406","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9784103,0.000024433883,0.018515896,0.00001922058,0.0000035933724,0.0000062780373,0.000038073013,0.00006830436,0.002913926],"genre_scores_gemma":[0.9981178,0.000014637117,0.0010949504,0.0000029555285,9.4328163e-7,0.0000029537844,0.000017651759,0.0000065413683,0.00074150536],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999465,0.000006560169,0.0000010955533,0.000008210236,0.000024422916,0.000013231156],"domain_scores_gemma":[0.9998932,0.00004870961,0.000017034716,0.000010512916,0.000023292403,0.000007250222],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007825634,0.0001840692,0.0001105359,0.00024390702,0.00011351298,0.00012978172,0.00020403946,0.00019469857,0.0020897475],"category_scores_gemma":[0.0002425978,0.000091132904,0.00015172918,0.00022372056,0.0002955604,0.0002038075,0.00015382722,0.00013293148,0.00014945741],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0006577503,0.00009058762,0.003420553,0.0000881024,0.000021217498,0.000312506,0.00042120848,0.14548026,0.8057531,0.0036919608,0.00031456677,0.039748132],"study_design_scores_gemma":[0.000017054403,0.00034821438,0.032566126,0.000014777467,0.000022307991,0.00015521527,0.00037665135,0.8471421,0.11719339,0.0010122228,0.0011205723,0.000031326053],"about_ca_topic_score_codex":0.00095360534,"about_ca_topic_score_gemma":0.0012376851,"teacher_disagreement_score":0.0020897475,"about_ca_system_score_codex":0.00015029845,"about_ca_system_score_gemma":0.00008270558,"threshold_uncertainty_score":0.00699085},"labels":[],"label_agreement":null},{"id":"W4405177947","doi":"10.1016/j.engstruct.2024.119465","title":"Structural application of high-performance fibre reinforced cementitious composites","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Composite material; Materials science; Structural engineering; Engineering","score_opus":0.003911534109314947,"score_gpt":0.1949808457559383,"score_spread":0.19106931164662336,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405177947","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9685517,0.0017214202,0.014840257,0.00012357118,0.000073172116,0.000020845082,0.000037859165,0.00015990507,0.014471254],"genre_scores_gemma":[0.99386275,0.00043107773,0.0036291506,0.000010918646,0.000009398952,0.0000031223192,0.000019956493,0.000007039839,0.0020266385],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999157,0.000010440355,0.0000021068458,0.000011225762,0.000044872268,0.000015627622],"domain_scores_gemma":[0.9999211,0.000016414457,0.00001477647,0.00000745125,0.00002608626,0.000014104634],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001372694,0.0002730195,0.00008635673,0.00038739192,0.0002520348,0.00023763889,0.00020708049,0.00035324862,0.0014073772],"category_scores_gemma":[0.0001781955,0.00011298716,0.00015702008,0.00014202215,0.00028881346,0.0001987142,0.0001863581,0.00020908334,0.00024843088],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000046661033,0.000032771295,0.000204706,0.000057688514,0.0000036952367,0.000080340054,0.000026709276,0.0018471719,0.99053967,0.00081689947,0.000053661774,0.0062901457],"study_design_scores_gemma":[0.000013657137,0.00034855222,0.0031502151,0.000010995335,0.00001780435,0.0002218021,0.000044261746,0.009474502,0.9817362,0.00030338936,0.004671066,0.0000076178585],"about_ca_topic_score_codex":0.00076794374,"about_ca_topic_score_gemma":0.0029833424,"teacher_disagreement_score":0.0014073772,"about_ca_system_score_codex":0.0002482102,"about_ca_system_score_gemma":0.0002647311,"threshold_uncertainty_score":0.004708171},"labels":[],"label_agreement":null},{"id":"W4405401629","doi":"10.1016/j.engstruct.2024.119312","title":"Fuzzy logic-visual inspection based evaluation charts for lateral capacity prediction of deteriorating concrete piled wharves","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"Ocean Frontier Institute; Dalhousie University","keywords":"Visual inspection; Fuzzy logic; Structural engineering; Engineering; Computer science; Geotechnical engineering; Civil engineering; Artificial intelligence","score_opus":0.020815439751242937,"score_gpt":0.2646669915677356,"score_spread":0.24385155181649265,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405401629","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.34898567,0.00026411572,0.6430598,0.00007716819,0.000026070893,0.00013554526,0.0009582937,0.0033562288,0.0031371133],"genre_scores_gemma":[0.9604847,0.000076710916,0.038507618,0.000009060819,0.0000043843934,0.00005303399,0.00039586806,0.000019439869,0.00044926058],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99957055,0.000090295296,0.00003224104,0.00010365279,0.00016103419,0.000042249663],"domain_scores_gemma":[0.99857986,0.0005285243,0.00028015982,0.00009535931,0.00045411932,0.00006202244],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010174981,0.0008310858,0.00040288272,0.0017991011,0.00023063489,0.0008119186,0.00057758804,0.00048727894,0.0013425504],"category_scores_gemma":[0.0030771655,0.00020571671,0.00043701538,0.0007319179,0.0004098864,0.00063701725,0.00038418037,0.00033311074,0.00023376533],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002949408,0.000082343104,0.00940361,0.00008887074,0.000028284825,0.000114146016,0.00010802966,0.9083453,0.011742378,0.0015813389,0.0007730556,0.06743777],"study_design_scores_gemma":[0.0000028779398,0.00003589031,0.0020170712,0.0000060447296,0.000005459516,0.000010278951,0.0000150526585,0.9952054,0.0023043705,0.00025020173,0.00013310181,0.000014273116],"about_ca_topic_score_codex":0.0155333765,"about_ca_topic_score_gemma":0.009886896,"teacher_disagreement_score":0.0155333765,"about_ca_system_score_codex":0.0009383878,"about_ca_system_score_gemma":0.0006737673,"threshold_uncertainty_score":0.030885935},"labels":[],"label_agreement":null},{"id":"W4405468769","doi":"10.1016/j.engstruct.2024.119507","title":"Strength evaluation of early-age full-scale unreinforced masonry walls against out-of-plane loading using experimental and numerical studies","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Masonry Design Centre; Canada Foundation for Innovation","keywords":"Unreinforced masonry building; Structural engineering; Masonry; Full scale; Materials science; Scale (ratio); Geotechnical engineering; Engineering; Physics","score_opus":0.021366932772348968,"score_gpt":0.27666108846456383,"score_spread":0.25529415569221486,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405468769","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99805707,0.00011997923,0.0013287577,0.000005327883,0.000005267519,0.000010395459,0.00005433254,0.000013040991,0.00040588432],"genre_scores_gemma":[0.9974705,0.00016439514,0.0016928201,0.000008599547,0.000002196075,0.00001590472,0.00008359577,0.000005633496,0.00055648165],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99974495,0.000021896583,0.000020274121,0.000037426482,0.0001395269,0.00003590274],"domain_scores_gemma":[0.99945205,0.00010633105,0.00014744735,0.000059115577,0.0001758236,0.00005914654],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006001087,0.00037527952,0.0003143828,0.00037095303,0.00020350672,0.00022684126,0.00034013382,0.00046372873,0.0009416093],"category_scores_gemma":[0.0006695476,0.00021352831,0.00030202226,0.0002138276,0.0004742097,0.00031489966,0.000306166,0.0003580147,0.00020875389],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014158041,0.00011152694,0.00675133,0.00012424313,0.000008325746,0.00027087418,0.00022543033,0.004693181,0.9818371,0.0001237041,0.000054603694,0.005658118],"study_design_scores_gemma":[0.000013941085,0.0027778328,0.105284944,0.00006543468,0.000036891066,0.0003783367,0.0006676849,0.019494396,0.869525,0.00011746889,0.001587911,0.000050166684],"about_ca_topic_score_codex":0.00051180494,"about_ca_topic_score_gemma":0.0017724059,"teacher_disagreement_score":0.0009416093,"about_ca_system_score_codex":0.00016979549,"about_ca_system_score_gemma":0.00013766697,"threshold_uncertainty_score":0.0031737685},"labels":[],"label_agreement":null},{"id":"W4405664298","doi":"10.1016/j.engstruct.2024.119370","title":"Deflection criteria for controlling timber floor vibrations: A 200-year evolution","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta; University of Northern British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada; Royal Society","keywords":"Deflection (physics); Vibration; Structural engineering; Engineering; Architectural engineering; Civil engineering; Forensic engineering; Geology; Physics; Acoustics","score_opus":0.007194313145106679,"score_gpt":0.245216733539856,"score_spread":0.23802242039474933,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405664298","genre_codex":"review","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.005869941,0.9529178,0.026206886,0.0015287754,0.0009177461,0.000093845534,0.00008821364,0.00007736165,0.012299425],"genre_scores_gemma":[0.07644953,0.8677441,0.04463488,0.0016552964,0.0009627183,0.00030262064,0.00027554313,0.00014806855,0.007827311],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.99666154,0.00067405205,0.0004386661,0.00054581795,0.0015744228,0.00010560557],"domain_scores_gemma":[0.9948021,0.0030527748,0.00048500372,0.00017496954,0.0013969046,0.000088312765],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0048004673,0.0013527354,0.0016477212,0.0027789476,0.0004549946,0.0028415504,0.0019223876,0.0015750913,0.003021959],"category_scores_gemma":[0.0056151245,0.0006747176,0.0011190604,0.002004326,0.0021146638,0.0032802317,0.001698601,0.0025585275,0.0009828199],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00014789704,0.00012414169,0.0013270674,0.020211173,0.00012331596,0.00022235075,0.00097547466,0.002837325,0.01511512,0.05542462,0.0056083077,0.89788324],"study_design_scores_gemma":[0.000029758477,0.00090311933,0.004923276,0.012037331,0.0003129805,0.0012968438,0.0012949375,0.0046530385,0.01418725,0.031086609,0.92893815,0.00033665905],"about_ca_topic_score_codex":0.0019320374,"about_ca_topic_score_gemma":0.0018600887,"teacher_disagreement_score":0.0048004673,"about_ca_system_score_codex":0.0017816128,"about_ca_system_score_gemma":0.0018023195,"threshold_uncertainty_score":0.025387585},"labels":[],"label_agreement":null},{"id":"W4405839050","doi":"10.1016/j.engstruct.2024.119554","title":"Three-field topology optimization of single-phase phononic crystals with desired bandgaps for elastic wave manipulation","year":2024,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Acoustic Wave Phenomena Research","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Ministry of Education and Child Care","funders":"Fundamental Research Funds for Central Universities of the Central South University; National Natural Science Foundation of China; Key Technologies Research and Development Program; Science and Technology Program of Hunan Province; National Key Research and Development Program of China; China Scholarship Council","keywords":"Topology optimization; Acoustic metamaterials; Phase (matter); Topology (electrical circuits); Field (mathematics); Materials science; Metamaterial; Physics; Acoustics; Structural engineering; Optics; Optoelectronics; Engineering; Electrical engineering; Finite element method; Mathematics; Quantum mechanics","score_opus":0.023121935230817715,"score_gpt":0.2529409827686808,"score_spread":0.2298190475378631,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405839050","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95097244,0.00031602875,0.026699869,0.00021414166,0.000059718626,0.000035104393,0.00012062586,0.00011559074,0.02146642],"genre_scores_gemma":[0.9827221,0.00016296767,0.0157475,0.000017519587,0.000006350938,0.00005177366,0.000079263904,0.000055295666,0.0011571721],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999491,0.000007194148,0.0000024252097,0.000008383359,0.000021467149,0.000011425499],"domain_scores_gemma":[0.9999074,0.000024539137,0.000025122816,0.000010639911,0.000018724235,0.000013605046],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000115819574,0.00028387876,0.00024276045,0.00029879168,0.00031601332,0.00048947486,0.0002990325,0.00033486166,0.0020973983],"category_scores_gemma":[0.0002387351,0.00017988798,0.00013646418,0.00033646362,0.00023988805,0.00046580014,0.00037238147,0.00036331997,0.0002623096],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028499376,0.00034867437,0.0010669165,0.00040867177,0.00004611948,0.00018774526,0.00012610992,0.11253291,0.7900208,0.06205277,0.0016511565,0.03127312],"study_design_scores_gemma":[0.00019251803,0.0005374883,0.0014578963,0.000035692396,0.00003075457,0.00018049161,0.00018808903,0.73486525,0.24401955,0.010954905,0.007480838,0.00005653115],"about_ca_topic_score_codex":0.00024761006,"about_ca_topic_score_gemma":0.0010418781,"teacher_disagreement_score":0.0020973983,"about_ca_system_score_codex":0.00036877854,"about_ca_system_score_gemma":0.00032094907,"threshold_uncertainty_score":0.00701648},"labels":[],"label_agreement":null},{"id":"W4406064557","doi":"10.1016/j.engstruct.2024.119586","title":"Seismic force modification factors for wood light-frame buildings incorporating a new type of OSB-sheathed Midply shear wall system","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Shear wall; Structural engineering; Oriented strand board; Shear (geology); Cross laminated timber; Frame (networking); Seismic loading; Engineering; Composite material; Materials science; Mechanical engineering","score_opus":0.012960264716892543,"score_gpt":0.21858923900026225,"score_spread":0.2056289742833697,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406064557","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980415,0.000018059623,0.0016722919,0.000002956323,0.0000017774692,0.0000048827924,0.000029103052,0.000030092442,0.00019931787],"genre_scores_gemma":[0.9980596,0.000012230035,0.0016698703,0.0000018486053,8.976107e-7,0.000005326444,0.000078366225,0.000005128838,0.00016672016],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99976426,0.000039048333,0.000017925327,0.000032375912,0.00009490659,0.00005154965],"domain_scores_gemma":[0.9996389,0.00006621743,0.000089992835,0.00006199846,0.00007729163,0.0000655499],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041121844,0.0005094325,0.00022020016,0.0007858819,0.0001993009,0.00025642122,0.00035164403,0.0003047077,0.00095200766],"category_scores_gemma":[0.0007064591,0.00021050639,0.00030622614,0.00029313518,0.00020509018,0.00024080055,0.00047642872,0.00016308048,0.00017592832],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0018016022,0.0003063068,0.114477016,0.00016994664,0.00004683853,0.0008447056,0.0003366155,0.05526327,0.74974513,0.00045879296,0.00049759605,0.07605225],"study_design_scores_gemma":[0.00009634589,0.007992753,0.66344434,0.000038234524,0.00011719262,0.00087030587,0.00082669314,0.1109993,0.21232119,0.00019405653,0.00299419,0.0001053591],"about_ca_topic_score_codex":0.0009206552,"about_ca_topic_score_gemma":0.0028881978,"teacher_disagreement_score":0.00095200766,"about_ca_system_score_codex":0.00024211324,"about_ca_system_score_gemma":0.00017369015,"threshold_uncertainty_score":0.0031847954},"labels":[],"label_agreement":null},{"id":"W4406109054","doi":"10.1016/j.engstruct.2024.119538","title":"Bio-inspired design and 4D Printing of Multi‐stiffness Wavy Metamaterial Energy Absorbers/Dissipators with Shape Recovery Features","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Advanced Materials and Mechanics","field":"Engineering","cited_by":38,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"Engineering and Physical Sciences Research Council; Natural Sciences and Engineering Research Council of Canada; Leverhulme Trust; University of Manitoba","keywords":"Metamaterial; Stiffness; Materials science; Energy (signal processing); Material Design; Structural engineering; Mechanical engineering; Engineering; Composite material; Physics; Optoelectronics","score_opus":0.00547158974215246,"score_gpt":0.19591430223873843,"score_spread":0.19044271249658598,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406109054","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.895873,0.0009376681,0.096989535,0.00009953027,0.00007870955,0.000044096803,0.00011298614,0.00037380366,0.0054907654],"genre_scores_gemma":[0.92531973,0.00034326946,0.07173524,0.000036956928,0.000009757969,0.000047569356,0.000061518,0.000036560938,0.0024094454],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99992704,0.000009400088,0.0000054265183,0.000015362099,0.000028453756,0.000014188215],"domain_scores_gemma":[0.99991226,0.0000134316515,0.00003724459,0.000016783866,0.000011228293,0.000009118627],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008702585,0.00025367778,0.00014265395,0.00028471035,0.00010043012,0.00033003945,0.00026059433,0.00036869087,0.0004765263],"category_scores_gemma":[0.00012201555,0.00017851217,0.00033281013,0.00017961016,0.00017170068,0.00023193905,0.0002453164,0.0002540975,0.00025689276],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000013624546,0.000011846979,0.00011836968,0.000035135028,0.0000057400193,0.00006955562,0.000016811911,0.0036631608,0.99120086,0.00067181175,0.000039324947,0.004153728],"study_design_scores_gemma":[0.000009024836,0.0001319539,0.00073015963,0.000006364898,0.000013514409,0.00018280628,0.000017335642,0.03247854,0.9628835,0.00026167018,0.003268835,0.000016272117],"about_ca_topic_score_codex":0.00011207528,"about_ca_topic_score_gemma":0.0002726101,"teacher_disagreement_score":0.0004765263,"about_ca_system_score_codex":0.00016601314,"about_ca_system_score_gemma":0.000097393255,"threshold_uncertainty_score":0.0015941858},"labels":[],"label_agreement":null},{"id":"W4406203851","doi":"10.1016/j.engstruct.2024.119603","title":"Deep learning-aided optimization framework for hybrid braced structures to support life-cycle cost-based design","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Okanagan University College; University of British Columbia, Okanagan Campus","funders":"Tongji University; National Natural Science Foundation of China","keywords":"Computer science; Engineering; Structural engineering; Reliability engineering; Artificial intelligence","score_opus":0.012969234336633807,"score_gpt":0.28626140361028873,"score_spread":0.2732921692736549,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406203851","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.013736342,0.00018788993,0.9818987,0.00010637975,0.000026336764,0.000027202548,0.00012661857,0.000872,0.003018533],"genre_scores_gemma":[0.60584545,0.00020452566,0.3849969,0.00019926339,0.000041209878,0.00022411556,0.0007059262,0.00038934266,0.007393275],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99981195,0.000037125006,0.000007368195,0.000036102436,0.000076492746,0.000030962237],"domain_scores_gemma":[0.9996624,0.00015665176,0.00003139068,0.000031572345,0.00009922583,0.00001880317],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045687848,0.0010072379,0.0009014021,0.00060199026,0.00030484426,0.00078988436,0.0013762526,0.0010772055,0.0050867535],"category_scores_gemma":[0.0009944603,0.00063986855,0.0006662034,0.00049542566,0.0003683269,0.000646457,0.0007549565,0.0013670159,0.00078402954],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019575244,0.00002685581,0.00014559682,0.00002797982,0.000014188668,0.000015117721,0.000008972668,0.9699822,0.0011642115,0.0019675181,0.000687694,0.025940046],"study_design_scores_gemma":[9.838288e-7,0.0000036191816,0.000013053786,0.0000013164657,0.0000010566707,0.0000012757605,9.266258e-7,0.99932885,0.00010942733,0.00042799063,0.00011085067,5.973954e-7],"about_ca_topic_score_codex":0.007994417,"about_ca_topic_score_gemma":0.015766956,"teacher_disagreement_score":0.007994417,"about_ca_system_score_codex":0.0007531084,"about_ca_system_score_gemma":0.0013371222,"threshold_uncertainty_score":0.017016888},"labels":[],"label_agreement":null},{"id":"W4406411410","doi":"10.1016/j.engstruct.2025.119686","title":"Hybrid retrofitting for upgrading the seismic performance of adjacent bridges vulnerable to different damage modes including pounding","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"United Arab Emirates University","keywords":"Retrofitting; Structural engineering; Seismic retrofit; Engineering; Geology; Civil engineering; Forensic engineering; Geotechnical engineering; Reinforced concrete","score_opus":0.008842846929402317,"score_gpt":0.22963892620801118,"score_spread":0.22079607927860886,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406411410","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9683087,0.00018912654,0.028790446,0.000018986957,0.000012817577,0.000024338988,0.000032908298,0.00015335373,0.0024693704],"genre_scores_gemma":[0.9936434,0.000077376004,0.0055558323,0.000007894151,0.000002282749,0.000009320924,0.000031079762,0.000008351207,0.0006645352],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998553,0.000018175439,0.000008949622,0.000027174201,0.000059051512,0.000031422675],"domain_scores_gemma":[0.999874,0.00001672071,0.00003489558,0.000022326545,0.000037698854,0.000014390213],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002764772,0.00047770498,0.00020771903,0.00053394266,0.00016095508,0.00027805456,0.00045559136,0.00034840306,0.0010745688],"category_scores_gemma":[0.000310216,0.00011886275,0.00026849922,0.00023222162,0.00015801859,0.00042154276,0.00040001824,0.00019037774,0.00026345375],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00038433901,0.0004278042,0.018130261,0.00027493035,0.000065711654,0.0005302639,0.00019297363,0.10622272,0.6872805,0.0014437167,0.00035485122,0.18469195],"study_design_scores_gemma":[0.00004990989,0.0071615316,0.05530497,0.00007442724,0.00024031253,0.0010551842,0.00065192336,0.44481647,0.48165524,0.0011369431,0.0077798804,0.000073242336],"about_ca_topic_score_codex":0.00036413432,"about_ca_topic_score_gemma":0.0013848619,"teacher_disagreement_score":0.0010745688,"about_ca_system_score_codex":0.0001231205,"about_ca_system_score_gemma":0.00013867592,"threshold_uncertainty_score":0.0035948157},"labels":[],"label_agreement":null},{"id":"W4406411504","doi":"10.1016/j.engstruct.2025.119655","title":"Validation and application of analytical design approach for multi-storey platform-type CLT shear walls","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Northern British Columbia","funders":"","keywords":"Structural engineering; Cross laminated timber; Shear wall; Shear (geology); Model validation; Engineering; Computer science; Materials science; Composite material","score_opus":0.021368623605018993,"score_gpt":0.2601766657623784,"score_spread":0.23880804215735943,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406411504","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.17532368,0.00024257391,0.8095424,0.00012611818,0.00007636924,0.00044028912,0.00036089108,0.0010248302,0.012862785],"genre_scores_gemma":[0.7817087,0.00030975015,0.21290646,0.000035356352,0.000013301362,0.0007124655,0.0003082745,0.00018030095,0.003825278],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99902666,0.00021047256,0.000051458836,0.00010926214,0.0005144497,0.00008769669],"domain_scores_gemma":[0.9987973,0.0003424838,0.00015057717,0.00021240959,0.00046241598,0.00003475805],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0018916082,0.0010281065,0.0006232258,0.0010243986,0.0004480018,0.0011446581,0.0015986885,0.001106673,0.0028144564],"category_scores_gemma":[0.0024033275,0.00053874764,0.0009552681,0.0003984635,0.0005373896,0.000497727,0.0007046218,0.00074517995,0.0010367335],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008670279,0.00014967861,0.0017193476,0.0004507596,0.000033012395,0.00025814318,0.00025609374,0.8931508,0.052030012,0.0054313187,0.0006221208,0.045811996],"study_design_scores_gemma":[0.000017478122,0.00026078525,0.00060833985,0.00005271482,0.000022403925,0.00006196757,0.00009498899,0.9718542,0.021367464,0.00086342794,0.004774345,0.00002193061],"about_ca_topic_score_codex":0.0027647375,"about_ca_topic_score_gemma":0.0033927197,"teacher_disagreement_score":0.0028144564,"about_ca_system_score_codex":0.0006979799,"about_ca_system_score_gemma":0.001718442,"threshold_uncertainty_score":0.010003924},"labels":[],"label_agreement":null},{"id":"W4406510320","doi":"10.1016/j.engstruct.2024.119587","title":"Lateral cyclic performance of flexural-dominated partially grouted reinforced concrete masonry shear walls with bed joint reinforcement","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada; Canada Masonry Design Centre","keywords":"Reinforcement; Masonry; Structural engineering; Flexural strength; Geotechnical engineering; Joint (building); Reinforced concrete; Shear (geology); Materials science; Shear strength (soil); Unreinforced masonry building; Geology; Engineering; Composite material; Soil water","score_opus":0.004151306850487173,"score_gpt":0.18348089595122044,"score_spread":0.17932958910073327,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406510320","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993901,0.000031934134,0.00035698668,0.0000029335322,0.0000022655138,0.0000017688062,0.000019336474,0.000012968506,0.0001816784],"genre_scores_gemma":[0.9990575,0.000031684227,0.00040709943,0.0000039674374,0.0000011434503,0.0000038618955,0.000047927333,0.000004987018,0.0004417118],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998011,0.00002242059,0.000014477298,0.000033639128,0.00008593264,0.000042462285],"domain_scores_gemma":[0.9996952,0.000050683724,0.00008110846,0.000042426258,0.00007932901,0.00005117891],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024308493,0.00046614037,0.00019984762,0.00028505365,0.00012273988,0.00013143888,0.0002738013,0.0002426783,0.0009797716],"category_scores_gemma":[0.00030647675,0.00019299058,0.00020698951,0.0001581416,0.00025721456,0.00016634875,0.00030639087,0.0001636779,0.00018652626],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00032041591,0.00007798145,0.0056384816,0.000063806205,0.000012406373,0.0001551188,0.0001076989,0.008042019,0.9780293,0.000038207,0.00005293762,0.007461718],"study_design_scores_gemma":[0.000019086741,0.0044658743,0.08067819,0.000021536622,0.000050338105,0.00018436355,0.0003062149,0.041577637,0.8715432,0.000043929635,0.0010742611,0.000035289093],"about_ca_topic_score_codex":0.0007454718,"about_ca_topic_score_gemma":0.0023311223,"teacher_disagreement_score":0.0009797716,"about_ca_system_score_codex":0.00010337827,"about_ca_system_score_gemma":0.00010692783,"threshold_uncertainty_score":0.003277719},"labels":[],"label_agreement":null},{"id":"W4406690794","doi":"10.1016/j.engstruct.2025.119708","title":"Structural response and design approach of restrained super high strength Q960 steel I-section beam at elevated temperatures","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Fire effects on concrete materials","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"Natural Science Foundation of Chongqing; National Natural Science Foundation of China","keywords":"Structural engineering; Beam (structure); High strength steel; Section (typography); Cold-formed steel; Materials science; Engineering; Finite element method; Computer science","score_opus":0.005057849482755144,"score_gpt":0.1909376509372062,"score_spread":0.18587980145445104,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406690794","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.66884637,0.00018509116,0.29997382,0.00017457025,0.000024825576,0.00010531403,0.00018440755,0.00038389987,0.030121751],"genre_scores_gemma":[0.9659254,0.000086509775,0.027923338,0.00003118281,0.0000037550692,0.0000646637,0.0000750575,0.000029087758,0.0058610193],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998871,0.000018642393,0.0000024378824,0.000016281288,0.00005900565,0.00001660434],"domain_scores_gemma":[0.99991405,0.000015305599,0.00001775941,0.00001061752,0.000035405472,0.0000068839468],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002062275,0.00024291234,0.00021035913,0.00018209885,0.00023440678,0.00024882794,0.00072486926,0.00040177468,0.0025336358],"category_scores_gemma":[0.00014820813,0.0002431867,0.00031501465,0.00013183364,0.00024580478,0.00014421696,0.00022366551,0.00018426693,0.00040574008],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017977346,0.00006948389,0.0026443151,0.00015320719,0.000028536864,0.00017207683,0.00014987467,0.6117909,0.36467907,0.0037189994,0.00047007468,0.015943795],"study_design_scores_gemma":[0.000020885705,0.00044921887,0.0052777687,0.000014916778,0.000027628668,0.000089682486,0.00013043078,0.94979966,0.041133843,0.00056587503,0.0024746808,0.000015480493],"about_ca_topic_score_codex":0.0022302098,"about_ca_topic_score_gemma":0.0037296114,"teacher_disagreement_score":0.0025336358,"about_ca_system_score_codex":0.00031231673,"about_ca_system_score_gemma":0.00045863737,"threshold_uncertainty_score":0.0084759},"labels":[],"label_agreement":null},{"id":"W4406814159","doi":"10.1016/j.engstruct.2025.119788","title":"Structural performance of CLT moment connections in the minor strength axis","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Northern British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Moment (physics); Minor (academic); Structural engineering; Mathematics; Engineering; Physics; Political science; Classical mechanics","score_opus":0.0055790443984518115,"score_gpt":0.1904022633808101,"score_spread":0.1848232189823583,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406814159","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988319,0.000029662573,0.0006817809,0.0000030046403,0.0000048920033,0.0000040761365,0.000041089115,0.000025909465,0.0003777058],"genre_scores_gemma":[0.9987748,0.000027643338,0.00057507807,0.0000041155604,0.0000013675071,0.000004905739,0.000080256774,0.000009859196,0.0005219792],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993228,0.00008956042,0.000042237214,0.0001082708,0.0003353457,0.000101819125],"domain_scores_gemma":[0.9985977,0.00025035616,0.0003664899,0.00019691577,0.0003630879,0.0002254522],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005674517,0.00086198054,0.00024055272,0.0006931095,0.00028122345,0.0003472988,0.0006316442,0.00047571666,0.0025564497],"category_scores_gemma":[0.0012879388,0.00026338393,0.0003135435,0.00036577252,0.00034694123,0.00038606653,0.00056301866,0.00034733306,0.00053857896],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005123646,0.00011497556,0.009229639,0.000093526985,0.000016650749,0.0003151218,0.00022771826,0.006917989,0.97068214,0.00010138742,0.00010170428,0.011686717],"study_design_scores_gemma":[0.000034826728,0.005052515,0.11766121,0.000043932712,0.00006190184,0.0005436217,0.0005320324,0.018798634,0.8557222,0.000100853016,0.0013972783,0.0000509383],"about_ca_topic_score_codex":0.00056353916,"about_ca_topic_score_gemma":0.0016895578,"teacher_disagreement_score":0.0025564497,"about_ca_system_score_codex":0.00015704524,"about_ca_system_score_gemma":0.00015257574,"threshold_uncertainty_score":0.008552134},"labels":[],"label_agreement":null},{"id":"W4406854750","doi":"10.1016/j.engstruct.2025.119792","title":"Prediction of two-way shear capacity of concrete box culverts reinforced with basalt-FRP bars","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada; Pultrall","keywords":"Culvert; Fibre-reinforced plastic; Geotechnical engineering; Structural engineering; Shear (geology); Geology; Basalt; Reinforced concrete; Engineering; Petrology","score_opus":0.007387685187596257,"score_gpt":0.19829660203870933,"score_spread":0.19090891685111308,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406854750","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99707127,0.000016293356,0.0023594762,0.000011314129,0.000002766738,0.0000056182976,0.00007000535,0.00006275849,0.00040048064],"genre_scores_gemma":[0.99909925,0.000009101721,0.00060193054,0.0000011355,7.5836203e-7,0.000003870648,0.00005526259,0.0000052130786,0.00022349846],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998946,0.000017024315,0.0000030535666,0.000039586947,0.000020904969,0.000024823037],"domain_scores_gemma":[0.99936765,0.00037148362,0.00005903093,0.00004014602,0.00007297568,0.00008860257],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028619275,0.0007884113,0.00041287113,0.00048104432,0.00029021397,0.0004785704,0.00057536934,0.0011274694,0.00072133524],"category_scores_gemma":[0.00068686984,0.00046700117,0.0004253405,0.0002746235,0.0004891406,0.00042913482,0.00033761474,0.00044983765,0.00021319305],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013400191,0.00010187126,0.015169455,0.000015484547,0.00001189744,0.00008989224,0.000023362134,0.9723852,0.009490775,0.000235056,0.0000682153,0.0022747596],"study_design_scores_gemma":[0.000007668588,0.00003814519,0.00642359,0.0000015073957,0.0000029270102,0.000004667671,0.0000078231715,0.9904383,0.003011134,0.000042418298,0.000017042088,0.0000047359836],"about_ca_topic_score_codex":0.018315978,"about_ca_topic_score_gemma":0.012091502,"teacher_disagreement_score":0.018315978,"about_ca_system_score_codex":0.00079879083,"about_ca_system_score_gemma":0.0006785538,"threshold_uncertainty_score":0.036418736},"labels":[],"label_agreement":null},{"id":"W4407029874","doi":"10.1016/j.engstruct.2025.119821","title":"Developing a framework for reliability-based seismic objective performance assessment: Implementation and application","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"National Outstanding Youth Science Fund Project of National Natural Science Foundation of China; National Natural Science Foundation of China","keywords":"Reliability (semiconductor); Reliability engineering; Computer science; Engineering","score_opus":0.004125795333726737,"score_gpt":0.27467660320546927,"score_spread":0.2705508078717425,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407029874","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0009760036,0.000024833906,0.9976172,0.00005163815,0.0000055246037,0.000048818638,0.000031799995,0.00024249642,0.0010016114],"genre_scores_gemma":[0.067356355,0.00012013351,0.9310153,0.000028872106,0.000021600546,0.00026921477,0.00018521186,0.00011108563,0.00089226326],"study_design_codex":"simulation_or_modeling","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9969531,0.0009952625,0.00022828141,0.0003087764,0.0013397683,0.00017474989],"domain_scores_gemma":[0.9962197,0.0012200148,0.00029865428,0.00047108438,0.0016530349,0.00013754319],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.006589029,0.0012134654,0.00083262194,0.0024305244,0.00078914565,0.0027796146,0.002388693,0.0012530402,0.0030702134],"category_scores_gemma":[0.010613664,0.00067231053,0.0012398049,0.0014121156,0.001277444,0.0026506584,0.0023407214,0.0017790351,0.0012188903],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00002306285,0.00021141794,0.0024837998,0.00021836093,0.00009287002,0.00017248857,0.00047879416,0.45633632,0.0043597636,0.3613596,0.0037159664,0.17054753],"study_design_scores_gemma":[0.000009468483,0.00003989522,0.00035066737,0.00007224063,0.0000205917,0.000059484137,0.00010273655,0.9094962,0.0015528625,0.08224169,0.006030385,0.000023821705],"about_ca_topic_score_codex":0.010945207,"about_ca_topic_score_gemma":0.011205645,"teacher_disagreement_score":0.010945207,"about_ca_system_score_codex":0.0016969476,"about_ca_system_score_gemma":0.005142311,"threshold_uncertainty_score":0.034846485},"labels":[],"label_agreement":null},{"id":"W4407176939","doi":"10.1016/j.engstruct.2025.119796","title":"Numerical analysis and design of concrete-filled double skin CHS with 316L+Q355 stainless-clad bimetallic steel outer tubes under axial compression","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"China Postdoctoral Science Foundation; National Natural Science Foundation of China","keywords":"Materials science; Bimetallic strip; Compression (physics); Composite material; Structural engineering; Ductility (Earth science); Compression test; Metallurgy; Engineering","score_opus":0.006732421392528589,"score_gpt":0.2167991662131746,"score_spread":0.21006674482064602,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407176939","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9261978,0.0001284529,0.053558324,0.000105138875,0.000036383393,0.000069976166,0.00017423603,0.0002535949,0.019476067],"genre_scores_gemma":[0.9905978,0.000039677467,0.007222008,0.0000065077675,0.0000025070974,0.000020202551,0.000033513705,0.000012899901,0.002064956],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998771,0.000018964569,0.000004352542,0.000018161003,0.000059053305,0.00002235363],"domain_scores_gemma":[0.9998048,0.00006485199,0.000043902026,0.000016828317,0.00004508166,0.000024632982],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020488007,0.00032958915,0.00043959793,0.0003916197,0.0004047081,0.00043970294,0.0005531043,0.00069185,0.0020543349],"category_scores_gemma":[0.00039696912,0.0002780572,0.0003264703,0.00030390028,0.00060010696,0.0002817637,0.0002772855,0.00018727206,0.00022718086],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00011312218,0.000053582615,0.0009926943,0.000091397786,0.00000943161,0.00012823558,0.00005099614,0.94000983,0.051405318,0.0020585272,0.00021201755,0.0048749438],"study_design_scores_gemma":[0.0000121617795,0.00008652138,0.0007653919,0.000006570518,0.0000064358665,0.000022217646,0.000038997052,0.99003905,0.008490518,0.00018200572,0.0003421008,0.000008058263],"about_ca_topic_score_codex":0.0033175303,"about_ca_topic_score_gemma":0.0036980126,"teacher_disagreement_score":0.0033175303,"about_ca_system_score_codex":0.00046508492,"about_ca_system_score_gemma":0.00078908773,"threshold_uncertainty_score":0.0068724155},"labels":[],"label_agreement":null},{"id":"W4407270338","doi":"10.1016/j.engstruct.2025.119883","title":"Acoustic emission characteristics of cross-laminated timber-bamboo column with various layup configurations under axial compression","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Bamboo properties and applications","field":"Agricultural and Biological Sciences","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of New Brunswick","funders":"Jiangsu Provincial Department of Education; National Natural Science Foundation of China; Nanjing Forestry University; Qinglan Project of Jiangsu Province of China; University of New Brunswick","keywords":"Bamboo; Acoustic emission; Column (typography); Cross laminated timber; Structural engineering; Materials science; Composite number; Compression (physics); Composite material; Engineering; Acoustics; Physics","score_opus":0.006977554069246786,"score_gpt":0.22113056951941343,"score_spread":0.21415301545016663,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407270338","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986621,0.00008078545,0.00095919974,0.0000072588023,0.0000041280323,0.0000032716862,0.00004656485,0.000015213339,0.00022140567],"genre_scores_gemma":[0.99865615,0.000053376058,0.00058278645,0.000009041049,0.0000029878486,0.00000831778,0.00009200015,0.000008403357,0.0005869561],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999,0.0000075594135,0.0000047988688,0.000022337306,0.000046750127,0.000018675146],"domain_scores_gemma":[0.99972814,0.00007520987,0.000046809942,0.000016510661,0.000100153724,0.000033236112],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019079988,0.00029289353,0.00012900085,0.00030012266,0.000178937,0.0001244606,0.00015288813,0.00021165254,0.001428511],"category_scores_gemma":[0.0002950913,0.00015311615,0.00011613574,0.00020861298,0.00029715901,0.00023390779,0.00015458638,0.00019982399,0.00017358022],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00005846047,0.0000075155167,0.0020305698,0.000025866453,0.0000023526275,0.000050134488,0.0001075666,0.00017987716,0.9955214,0.000012154794,0.000022505936,0.0019815636],"study_design_scores_gemma":[0.000011177987,0.00058540405,0.13167325,0.000015889456,0.000033792767,0.0002461668,0.0006911237,0.0047309934,0.8610331,0.000034590117,0.00091377407,0.000030812447],"about_ca_topic_score_codex":0.0009748872,"about_ca_topic_score_gemma":0.0023463415,"teacher_disagreement_score":0.001428511,"about_ca_system_score_codex":0.0000930136,"about_ca_system_score_gemma":0.000066544584,"threshold_uncertainty_score":0.004778862},"labels":[],"label_agreement":null},{"id":"W4407270383","doi":"10.1016/j.engstruct.2025.119867","title":"Structural behaviour and failure modes of reinforced modular double truss bridge from full scale tests and 3D nonlinear numerical models","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Structural engineering; Truss; Nonlinear system; Modular design; Full scale; Bridge (graph theory); Truss bridge; Engineering; Scale (ratio); Scale model; Computer science; Physics","score_opus":0.006461402247792836,"score_gpt":0.2137242667172756,"score_spread":0.20726286446948275,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407270383","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98452663,0.000059038106,0.01272167,0.0000224059,0.0000037063658,0.000017917233,0.00011406295,0.0000999629,0.0024346407],"genre_scores_gemma":[0.9945663,0.000053330972,0.0042152964,0.000006533864,0.0000012453447,0.00002589275,0.00011096224,0.000011276376,0.0010090583],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998859,0.000012464937,0.000005971145,0.000016433833,0.00006541533,0.000013829044],"domain_scores_gemma":[0.99984133,0.000052490122,0.000023664634,0.00003436423,0.00003777748,0.000010233803],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025774114,0.00037646305,0.00019925418,0.00047422753,0.0002223273,0.00021372426,0.0005264131,0.00056078075,0.0017074341],"category_scores_gemma":[0.00041795854,0.00021719956,0.00037043868,0.00018834419,0.00046042813,0.00028806218,0.00036794823,0.00022079196,0.00029785704],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00009494246,0.00012103899,0.007644343,0.00012113506,0.000016595734,0.000387569,0.00058822345,0.7489454,0.2197416,0.0010246342,0.0002612057,0.021053338],"study_design_scores_gemma":[0.0000048194274,0.00014528277,0.0071649984,0.000009309006,0.0000048092443,0.000090041984,0.000088909066,0.97859895,0.013371428,0.00019378103,0.00031215182,0.000015531567],"about_ca_topic_score_codex":0.0031510573,"about_ca_topic_score_gemma":0.004875959,"teacher_disagreement_score":0.0031510573,"about_ca_system_score_codex":0.0002832251,"about_ca_system_score_gemma":0.00026635217,"threshold_uncertainty_score":0.0062654614},"labels":[],"label_agreement":null},{"id":"W4407271008","doi":"10.1016/j.engstruct.2025.119823","title":"Fuzzy-probabilistic evaluation for the dynamic instability of corroded buried pipes conveying fluids","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"Dalhousie University; Cairo University","keywords":"Instability; Probabilistic logic; Fuzzy logic; Structural engineering; Geotechnical engineering; Engineering; Corrosion; Geology; Materials science; Computer science; Mechanics; Physics; Composite material; Artificial intelligence","score_opus":0.007641390803543875,"score_gpt":0.24502098007225098,"score_spread":0.23737958926870711,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407271008","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.15921232,0.00035885585,0.83575904,0.00020008358,0.000027237911,0.00004602725,0.00011555668,0.00013512096,0.004145749],"genre_scores_gemma":[0.9887538,0.00011010039,0.009877527,0.000017894463,0.000010827416,0.000032064945,0.000038863724,0.0000071333993,0.0011517879],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99946314,0.0001859633,0.000022202355,0.00009463681,0.00016746954,0.00006653987],"domain_scores_gemma":[0.9987124,0.0007465182,0.00025993315,0.00005118534,0.00018985062,0.00004014979],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012952412,0.0007648709,0.00053100707,0.0011039454,0.00035030567,0.0009630173,0.0009392474,0.0011598897,0.0012241569],"category_scores_gemma":[0.003284419,0.00036758813,0.0009350454,0.0004222232,0.0007043714,0.000981596,0.0005814005,0.000617063,0.00017134969],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000014257757,0.000013074249,0.0005659566,0.000013092953,0.00001164558,0.00003452634,0.000018494406,0.9924096,0.00064412656,0.0036595413,0.000045362296,0.0025702862],"study_design_scores_gemma":[6.349181e-7,0.00000789884,0.0001315892,0.0000016961823,0.0000023927166,0.0000054483617,0.0000038132232,0.9989342,0.000087606495,0.0007894351,0.000032290653,0.0000030514918],"about_ca_topic_score_codex":0.009584113,"about_ca_topic_score_gemma":0.0074553383,"teacher_disagreement_score":0.009584113,"about_ca_system_score_codex":0.0010999616,"about_ca_system_score_gemma":0.0007313026,"threshold_uncertainty_score":0.019056618},"labels":[],"label_agreement":null},{"id":"W4407355321","doi":"10.1016/j.engstruct.2025.119868","title":"Novel time-dependent seismic fragility assessment tool for existing RC highway bridges in a multi-hazard environment considering regular maintenance","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Fragility; Seismic hazard; Hazard; Engineering; Incremental Dynamic Analysis; Structural engineering; Civil engineering; Forensic engineering; Computer science; Environmental science; Seismic analysis; Physics","score_opus":0.013071362444546783,"score_gpt":0.24323327395312155,"score_spread":0.23016191150857476,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407355321","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.26206928,0.00016622362,0.7302867,0.00007614004,0.000024047044,0.00010385039,0.00055383495,0.003033865,0.003685985],"genre_scores_gemma":[0.9174331,0.00009960217,0.080924846,0.000020460722,0.000011265128,0.00008222858,0.0004015334,0.00006424008,0.00096274365],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997664,0.000029116505,0.000015541573,0.000044354285,0.00011121376,0.000033482895],"domain_scores_gemma":[0.9995105,0.00015363352,0.00011715163,0.00003726394,0.00015652375,0.000024938978],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004766933,0.00094594207,0.000381275,0.0021209589,0.00023254797,0.0007335774,0.0007946164,0.0008642767,0.0023425205],"category_scores_gemma":[0.0017231748,0.00020433519,0.0006373592,0.0005472607,0.0001854751,0.00089878764,0.0007080434,0.0003735767,0.00044470327],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024216155,0.00016387229,0.024209289,0.00020166229,0.00007930999,0.00062502397,0.00032112814,0.7161264,0.038107935,0.0037983556,0.0017394667,0.21438542],"study_design_scores_gemma":[0.0000035251965,0.00007436721,0.0029369637,0.0000125265815,0.000013098006,0.00008953748,0.000051978506,0.99195975,0.0036468566,0.00062164135,0.0005728145,0.000016889151],"about_ca_topic_score_codex":0.0023160637,"about_ca_topic_score_gemma":0.0026755636,"teacher_disagreement_score":0.0023425205,"about_ca_system_score_codex":0.0003088806,"about_ca_system_score_gemma":0.00034993567,"threshold_uncertainty_score":0.007836521},"labels":[],"label_agreement":null},{"id":"W4407591243","doi":"10.1016/j.engstruct.2025.119865","title":"Characterization of the hysteretic response of stiffened column bases subjected to axial and flexural loadings","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Systems, Applications & Products in Data Processing (Canada)","funders":"University of California, Irvine","keywords":"Structural engineering; Flexural strength; Column (typography); Materials science; Composite material; Engineering","score_opus":0.002595899909631768,"score_gpt":0.1833504795101313,"score_spread":0.18075457960049954,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407591243","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98947185,0.00020143203,0.0084524695,0.00002067552,0.000017942144,0.00001643041,0.00017365701,0.00016601582,0.0014794754],"genre_scores_gemma":[0.99764496,0.000114585026,0.0014381437,0.000008448313,0.0000024683113,0.000009451695,0.00009314906,0.000012574608,0.00067609135],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999866,0.0000073695073,0.000004145656,0.000022875209,0.00008037834,0.000019240366],"domain_scores_gemma":[0.9997087,0.00007885285,0.000059131886,0.00003434467,0.000082952676,0.000035975263],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019247473,0.00035556857,0.00021112207,0.0005504046,0.00018998134,0.00022299391,0.00028639092,0.0002979525,0.0014533686],"category_scores_gemma":[0.00047959245,0.00017448793,0.00010913133,0.00027371437,0.00041914574,0.00021937386,0.0001846611,0.0002442421,0.00031364575],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000096783035,0.000028143506,0.003936663,0.00010705592,0.000008097356,0.0002527113,0.00018333398,0.011212723,0.96972084,0.00018107508,0.00019921489,0.014073337],"study_design_scores_gemma":[0.000012473109,0.0008335247,0.08260362,0.0000345691,0.00003110856,0.00033929409,0.00041124696,0.12566072,0.78697807,0.00025425793,0.0027817045,0.00005938076],"about_ca_topic_score_codex":0.00070347084,"about_ca_topic_score_gemma":0.0023035256,"teacher_disagreement_score":0.0014533686,"about_ca_system_score_codex":0.00016029832,"about_ca_system_score_gemma":0.0001449117,"threshold_uncertainty_score":0.0048620105},"labels":[],"label_agreement":null},{"id":"W4407778157","doi":"10.1016/j.engstruct.2025.119899","title":"Seismic performance of reinforced concrete (RC) shear walls with and without damped outriggers and controlled rocking","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic and Structural Analysis of Tall Buildings","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"State Key Laboratory for Disaster Reduction in Civil Engineering; National Natural Science Foundation of China; Canadian Institute of Steel Construction","keywords":"Structural engineering; Reinforced concrete; Shear wall; Shear (geology); Geotechnical engineering; Materials science; Geology; Engineering; Composite material","score_opus":0.002428783257948688,"score_gpt":0.18020117665623817,"score_spread":0.17777239339828949,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407778157","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988386,0.00003822472,0.00073775987,0.0000036269196,0.000005048693,0.0000020647203,0.000023890507,0.000020076348,0.00033079146],"genre_scores_gemma":[0.9990287,0.000036682242,0.00048410404,0.0000022466522,0.0000014941546,0.0000030089404,0.00007220927,0.0000037070897,0.0003679362],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997768,0.000028425939,0.0000146231005,0.00003591909,0.00009176338,0.000052488085],"domain_scores_gemma":[0.99969983,0.000059974856,0.00007192481,0.00004246398,0.0000674446,0.000058303063],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024541558,0.00047873196,0.0003175966,0.00034878976,0.00016540292,0.0002031341,0.00024184077,0.00031353187,0.0009035458],"category_scores_gemma":[0.0003846221,0.00015139159,0.00026850434,0.00029687554,0.00034887242,0.00022318281,0.00034654455,0.000187472,0.00023587277],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013979061,0.00016750813,0.0119493045,0.00015109722,0.000049022517,0.0002873604,0.00020478909,0.04520159,0.91478425,0.00035801652,0.00022030732,0.025228739],"study_design_scores_gemma":[0.00008595183,0.006388841,0.09188759,0.000037616526,0.00014537339,0.00022867804,0.00059995,0.15915053,0.73936445,0.00015435355,0.0018762714,0.00008042817],"about_ca_topic_score_codex":0.0013318863,"about_ca_topic_score_gemma":0.0023487436,"teacher_disagreement_score":0.0013318863,"about_ca_system_score_codex":0.00015227633,"about_ca_system_score_gemma":0.00021564036,"threshold_uncertainty_score":0.0030226707},"labels":[],"label_agreement":null},{"id":"W4407778472","doi":"10.1016/j.engstruct.2025.119918","title":"Vibration performance of CLT and CLT-concrete composite floors supported by glulam beams under human activity in mass timber office buildings","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Victoria","funders":"Natural Sciences and Engineering Research Council of Canada; University of Victoria; Google","keywords":"Structural engineering; Cross laminated timber; Vibration; Composite number; Engineering; Geotechnical engineering; Materials science; Composite material; Acoustics; Physics","score_opus":0.003023915022494319,"score_gpt":0.2040123702649141,"score_spread":0.20098845524241976,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407778472","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9996598,0.000010133332,0.00024322292,0.0000013928834,9.688099e-7,0.0000010604261,0.0000101322485,0.0000051284214,0.000068190624],"genre_scores_gemma":[0.99967504,0.000010078127,0.00015439032,0.0000018534311,6.1323436e-7,0.0000015052087,0.000017704777,0.0000016360154,0.00013722504],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99981457,0.000025874775,0.000009148021,0.00003924862,0.000065459455,0.00004570984],"domain_scores_gemma":[0.99970585,0.0001026169,0.00004082083,0.000024947514,0.000062990126,0.00006267804],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023052409,0.00028433788,0.0002270096,0.0002932551,0.00019934481,0.00019206993,0.00019021226,0.0002638127,0.0011598372],"category_scores_gemma":[0.00039070332,0.00013378577,0.00015919794,0.00016170114,0.00034962635,0.0001223777,0.00026898016,0.00015738374,0.00020012811],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011879661,0.00012063015,0.017508287,0.000097809905,0.000019216615,0.00038419085,0.0007830059,0.008802611,0.95879155,0.0000717725,0.00011101446,0.012122016],"study_design_scores_gemma":[0.000058598416,0.0051696897,0.4392301,0.000049318613,0.000070309114,0.00048214596,0.0030642855,0.049142987,0.50190055,0.00017703697,0.00057755364,0.00007750771],"about_ca_topic_score_codex":0.0011263721,"about_ca_topic_score_gemma":0.002176018,"teacher_disagreement_score":0.0011598372,"about_ca_system_score_codex":0.00009528671,"about_ca_system_score_gemma":0.000073785006,"threshold_uncertainty_score":0.0038800836},"labels":[],"label_agreement":null},{"id":"W4407808202","doi":"10.1016/j.engstruct.2025.119919","title":"Experimental and numerical investigations on vibration performance of mass timber slab floors with floating concrete toppings","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Alberta; University of Northern British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada; University of Northern British Columbia","keywords":"Slab; Structural engineering; Vibration; Engineering; Geology; Acoustics; Physics","score_opus":0.0035294402129584786,"score_gpt":0.1937337013593378,"score_spread":0.1902042611463793,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407808202","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9971289,0.00006541719,0.0020787409,0.000008997262,0.00000892246,0.00000798702,0.000055298337,0.00003424082,0.0006116052],"genre_scores_gemma":[0.9977145,0.000048945643,0.0017943023,0.0000030700214,0.0000017737343,0.0000072054645,0.000039008246,0.000003594302,0.000387651],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996859,0.00002285602,0.000018231307,0.00005368904,0.00015533261,0.00006413034],"domain_scores_gemma":[0.9995395,0.00016398281,0.000071412665,0.00007533659,0.00010327837,0.000046537185],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004384226,0.0004405939,0.00031361287,0.00041300477,0.00030446638,0.00018879422,0.00040052706,0.00040278595,0.0015666934],"category_scores_gemma":[0.0005593107,0.00017014491,0.0003717696,0.00026021895,0.00057507993,0.00021195365,0.00030058168,0.0003237061,0.00020599719],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003366699,0.00015380641,0.0046310704,0.00020615773,0.000011391991,0.00038133108,0.00032218106,0.026184434,0.9544687,0.00028218355,0.00014012355,0.01288183],"study_design_scores_gemma":[0.00006809756,0.0040973234,0.062508956,0.000068016554,0.00007458646,0.00037057328,0.0010131762,0.13299482,0.7965468,0.0003908577,0.0017935775,0.0000732739],"about_ca_topic_score_codex":0.00091695215,"about_ca_topic_score_gemma":0.0018069528,"teacher_disagreement_score":0.0015666934,"about_ca_system_score_codex":0.00018750953,"about_ca_system_score_gemma":0.00014827894,"threshold_uncertainty_score":0.0052411556},"labels":[],"label_agreement":null},{"id":"W4407839414","doi":"10.1016/j.engstruct.2025.119940","title":"Operational temperature effect on the behavior of magnetorheological dampers","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Vibration Control and Rheological Fluids","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"Natural Sciences and Engineering Research Council of Canada; Australian Research Data Commons; Canadian Network for Research and Innovation in Machining Technology, Natural Sciences and Engineering Research Council of Canada","keywords":"Magnetorheological fluid; Damper; Structural engineering; Materials science; Composite material; Engineering","score_opus":0.002957714769466,"score_gpt":0.19494089804475007,"score_spread":0.19198318327528408,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407839414","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9442085,0.0004810723,0.052040458,0.00010096072,0.000041807507,0.000044585297,0.000093665134,0.00046367227,0.0025253207],"genre_scores_gemma":[0.99798226,0.00008590787,0.0014570324,0.0000066769508,0.000001919186,0.0000074606064,0.00002319735,0.0000124059225,0.00042319368],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99960095,0.00006097967,0.00002780507,0.00007533375,0.00017486412,0.00006017327],"domain_scores_gemma":[0.9992687,0.0003379141,0.0001202973,0.00009476904,0.0001537234,0.000024649917],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00068365125,0.0006441241,0.000401945,0.00039923136,0.00021104357,0.0005667088,0.00068000815,0.0006810329,0.000784589],"category_scores_gemma":[0.002000343,0.00027369687,0.00050413236,0.00017754306,0.0006090585,0.00080496137,0.00037924244,0.0004855509,0.0002780278],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00085684285,0.00026860958,0.009368742,0.00042067686,0.00005309414,0.00068897236,0.00075197185,0.64141935,0.31388235,0.0012808728,0.00042592743,0.030582678],"study_design_scores_gemma":[0.000022272767,0.00047115784,0.0054809116,0.000029057643,0.00003548042,0.00011996795,0.00012649372,0.89700913,0.09545566,0.0002241576,0.0009795706,0.00004613278],"about_ca_topic_score_codex":0.002335456,"about_ca_topic_score_gemma":0.0014472991,"teacher_disagreement_score":0.002335456,"about_ca_system_score_codex":0.00031319962,"about_ca_system_score_gemma":0.00026187953,"threshold_uncertainty_score":0.0046436787},"labels":[],"label_agreement":null},{"id":"W4408098666","doi":"10.1016/j.engstruct.2025.119941","title":"Experimental comparative study on novel flexural strengthening systems for seismically deficient RC piers: Prestressed Fe-SMA plates vs. externally bonded CFRP sheets","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Structural engineering; Flexural strength; SMA*; Prestressed concrete; Materials science; Reinforced concrete; Composite material; Engineering; Computer science","score_opus":0.0186005610251909,"score_gpt":0.27099792657986166,"score_spread":0.25239736555467074,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408098666","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9964863,0.00014361447,0.0024455125,0.000014039772,0.000016908201,0.000027331724,0.00007542409,0.000032491043,0.0007583256],"genre_scores_gemma":[0.99420905,0.00016195713,0.0038815034,0.000015908206,0.0000066072666,0.000027075019,0.00009457304,0.000011772561,0.0015914291],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99962616,0.000037433354,0.000020944228,0.00007665641,0.00017809743,0.000060574315],"domain_scores_gemma":[0.9994825,0.00007595253,0.00010789,0.000079025456,0.00019595095,0.00005850776],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004225661,0.00052085106,0.00024345092,0.00034473455,0.00020956655,0.00016851693,0.00036910706,0.00046880776,0.002224464],"category_scores_gemma":[0.00052193145,0.00021715794,0.00023332844,0.00019948304,0.00038963358,0.00034951587,0.00030111402,0.00041678225,0.00031852507],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017055798,0.00009225902,0.0005207013,0.00008540739,0.0000052113146,0.0000683562,0.00007333117,0.0006995331,0.9954521,0.000043419488,0.000050060862,0.0027390376],"study_design_scores_gemma":[0.000014934147,0.0043519456,0.0077410275,0.000013213268,0.000029225868,0.0001257847,0.00019977608,0.0028141204,0.98350936,0.000023942708,0.0011606697,0.00001606141],"about_ca_topic_score_codex":0.00044824273,"about_ca_topic_score_gemma":0.001303222,"teacher_disagreement_score":0.002224464,"about_ca_system_score_codex":0.00012972666,"about_ca_system_score_gemma":0.00015919581,"threshold_uncertainty_score":0.00744164},"labels":[],"label_agreement":null},{"id":"W4408111351","doi":"10.1016/j.engstruct.2025.119976","title":"Risk assessment for wind farms using scenario-based ground motion simulations","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Chengdu Science and Technology Program; National Key Research and Development Program of China; Sichuan Province Science and Technology Support Program; Institute of Engineering Mechanics, China Earthquake Administration; National Natural Science Foundation of China","keywords":"Ground motion; Environmental science; Computer science; Marine engineering; Engineering; Structural engineering","score_opus":0.007217703929596288,"score_gpt":0.25641408368373403,"score_spread":0.24919637975413775,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408111351","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96930736,0.00016778789,0.02368462,0.00028413953,0.000025378611,0.00006396766,0.0005116851,0.00012706913,0.005827994],"genre_scores_gemma":[0.99683607,0.000053379736,0.0023775944,0.000009753404,0.000003867593,0.000021633468,0.00013346721,0.000010868814,0.00055330514],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996853,0.00016104514,0.000015077421,0.000033282708,0.000055705204,0.00004957302],"domain_scores_gemma":[0.99849546,0.0010785168,0.00012409384,0.00007002976,0.00015505061,0.000076772965],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009610197,0.00087504653,0.0006656341,0.0009111249,0.0004631145,0.00075449154,0.0007851596,0.0018502031,0.0016868287],"category_scores_gemma":[0.0024052248,0.0005368231,0.0006106279,0.00075037155,0.00039427067,0.001054157,0.0005261981,0.0006629539,0.00014859656],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023551562,0.000017685963,0.00060953415,0.000004552088,0.0000095385685,0.000031364176,0.000005402908,0.99833846,0.00010879377,0.00022278243,0.000054645396,0.00057369645],"study_design_scores_gemma":[0.0000063193543,0.000027514867,0.00033693697,0.0000022395373,0.0000059118906,0.000006707674,0.000014939499,0.99926203,0.000066033885,0.00023151167,0.000036685597,0.0000031178292],"about_ca_topic_score_codex":0.015484569,"about_ca_topic_score_gemma":0.011058412,"teacher_disagreement_score":0.015484569,"about_ca_system_score_codex":0.0009797282,"about_ca_system_score_gemma":0.0006682545,"threshold_uncertainty_score":0.030788898},"labels":[],"label_agreement":null},{"id":"W4408176404","doi":"10.1016/j.engstruct.2025.120017","title":"Influence of the inclination angle of self-tapping screws on the fire performance of CLT-concrete composite floor slabs","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Fire effects on concrete materials","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Tapping; Structural engineering; Composite number; Geotechnical engineering; Engineering; Materials science; Geology; Composite material; Mechanical engineering","score_opus":0.0023653980671152555,"score_gpt":0.17949711090101544,"score_spread":0.1771317128339002,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408176404","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99922144,0.00005973033,0.00055501575,0.0000018355456,0.000003981948,0.000003378971,0.000012538654,0.00001121632,0.00013086316],"genre_scores_gemma":[0.99881786,0.000049982165,0.00091695174,0.0000037083864,0.0000012774889,0.0000035216467,0.000024438617,0.0000074508907,0.00017480148],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996238,0.00004923387,0.00003108222,0.000064131615,0.00015107288,0.00008068823],"domain_scores_gemma":[0.9992723,0.0001508463,0.00024743876,0.00006518773,0.00017439602,0.00008985548],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004362537,0.0005515758,0.0002562096,0.00024165197,0.00017650767,0.0002722631,0.00024832005,0.00023060037,0.001118232],"category_scores_gemma":[0.0009379132,0.00029054008,0.0002279922,0.0001457576,0.00032064292,0.00022044235,0.00029488653,0.00027709495,0.0002359533],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004284436,0.000028638091,0.006088851,0.00005384313,0.000008903986,0.00010078387,0.00008489055,0.0008139085,0.98930746,0.000014762193,0.00001115588,0.0030584608],"study_design_scores_gemma":[0.00000951463,0.0013374089,0.053499226,0.000009036355,0.000040608204,0.00017192357,0.00026273658,0.0014463072,0.9428537,0.000010541121,0.00034342485,0.000015537],"about_ca_topic_score_codex":0.0009571676,"about_ca_topic_score_gemma":0.0030098339,"teacher_disagreement_score":0.001118232,"about_ca_system_score_codex":0.0001541632,"about_ca_system_score_gemma":0.00021800725,"threshold_uncertainty_score":0.0037409067},"labels":[],"label_agreement":null},{"id":"W4408195150","doi":"10.1016/j.engstruct.2025.119967","title":"Bridge temperature data extraction and recovery based on physics-aided VMD and temporal convolutional network","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Guelph","funders":"Sichuan Province Science and Technology Support Program; China Postdoctoral Science Foundation; National Natural Science Foundation of China","keywords":"Bridge (graph theory); Extraction (chemistry); Convolutional neural network; Engineering; Computer science; Physics; Artificial intelligence; Chemistry","score_opus":0.015352995940754646,"score_gpt":0.2770057984936031,"score_spread":0.26165280255284845,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408195150","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.046687257,0.0003702568,0.9487588,0.00015898023,0.000077919896,0.000034056204,0.00036367172,0.0019408322,0.001608339],"genre_scores_gemma":[0.65022033,0.0006142037,0.3399373,0.00019064106,0.000066300665,0.00008384324,0.0020272813,0.00024966302,0.0066104853],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998814,0.0000067389487,0.000005726935,0.00003994906,0.00004227824,0.000023871264],"domain_scores_gemma":[0.9998826,0.000020176105,0.000016967057,0.000028736476,0.00004335451,0.000008200352],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019293759,0.0006129065,0.00046960614,0.00096134754,0.00024367527,0.00041060796,0.00087358366,0.0004634152,0.0017589085],"category_scores_gemma":[0.0005642604,0.00031500327,0.0006291275,0.00072004716,0.00021955151,0.0008756629,0.0006614506,0.00073170307,0.0006850404],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025232893,0.00020618328,0.0053645703,0.0001428849,0.00011114918,0.00014760696,0.00007693742,0.1823297,0.110745244,0.0050328528,0.00524214,0.6903484],"study_design_scores_gemma":[0.000003201541,0.000016455255,0.0013774418,0.00000632061,0.000019226218,0.000052126838,0.000009034104,0.98355067,0.012546351,0.001359891,0.001051377,0.000007989703],"about_ca_topic_score_codex":0.0056702546,"about_ca_topic_score_gemma":0.011820604,"teacher_disagreement_score":0.0056702546,"about_ca_system_score_codex":0.00036633454,"about_ca_system_score_gemma":0.0007736838,"threshold_uncertainty_score":0.011274517},"labels":[],"label_agreement":null},{"id":"W4408253565","doi":"10.1016/j.engstruct.2025.119944","title":"Elastic lateral torsional buckling of two-ply built-up wooden beams connected with discrete fasteners","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Analysis of Composite Materials","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada; University of Ottawa","keywords":"Structural engineering; Buckling; Engineering; Materials science","score_opus":0.002773026372723066,"score_gpt":0.20589244856034247,"score_spread":0.20311942218761941,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408253565","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9955238,0.000025864392,0.0021948726,0.000011263662,0.000005211323,0.0000027939461,0.000022430993,0.00001541079,0.00219833],"genre_scores_gemma":[0.99833137,0.000012857692,0.0005140336,0.0000039803513,8.127939e-7,0.0000026901164,0.000014106835,0.000003169094,0.0011169238],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99993026,0.000009554752,0.0000032987323,0.000014184741,0.000021473994,0.000021242322],"domain_scores_gemma":[0.9998529,0.000045126326,0.00003025417,0.000022681443,0.000020617703,0.000028326349],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012449858,0.00021134422,0.0002281468,0.00036964793,0.0003109782,0.0002895515,0.00042115035,0.00047820155,0.0028609014],"category_scores_gemma":[0.00033828794,0.00019951728,0.0002263204,0.0002399411,0.0005242357,0.00031630087,0.0003614112,0.00020205101,0.0002512038],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010993168,0.00027314984,0.008570056,0.0001832786,0.00008496842,0.0019691898,0.00046685812,0.41410473,0.5411724,0.007379735,0.0004034789,0.02429292],"study_design_scores_gemma":[0.000036435405,0.00052072364,0.020549964,0.000026677313,0.000032738288,0.0002087069,0.00030671613,0.90486234,0.07133544,0.0012026947,0.0008824385,0.000035113248],"about_ca_topic_score_codex":0.0009908014,"about_ca_topic_score_gemma":0.001629803,"teacher_disagreement_score":0.0028609014,"about_ca_system_score_codex":0.00022208937,"about_ca_system_score_gemma":0.00015443403,"threshold_uncertainty_score":0.009570658},"labels":[],"label_agreement":null},{"id":"W4408313881","doi":"10.1016/j.engstruct.2025.120019","title":"Understanding the impact of spiral reinforcement on GFRP-RC beams under combined shear and torsion loading","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Pultrall","keywords":"Torsion (gastropod); Structural engineering; Reinforcement; Fibre-reinforced plastic; Shear (geology); Spiral (railway); Materials science; Composite material; Engineering; Mechanical engineering","score_opus":0.018374560577482383,"score_gpt":0.2486459786110898,"score_spread":0.23027141803360743,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408313881","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99551684,0.00006088501,0.0023256303,0.0000433774,0.0000045902766,0.000008385174,0.000036760524,0.000031245447,0.001972347],"genre_scores_gemma":[0.9992544,0.00004210198,0.000287488,0.0000048450693,0.0000013060513,0.0000029901032,0.000016662243,0.0000042637585,0.00038599983],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998784,0.000009296547,0.000002715259,0.000019294737,0.000047770238,0.000042393585],"domain_scores_gemma":[0.9998265,0.000051006264,0.000042433654,0.000013083287,0.00004628009,0.000020719024],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017612823,0.00026081878,0.00020172761,0.00027680767,0.00022598855,0.00028697963,0.00030929758,0.0004172587,0.0029142834],"category_scores_gemma":[0.00044394704,0.00019600482,0.00014634055,0.00016033945,0.00044423004,0.00045889258,0.00021914116,0.000246888,0.0003621194],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021971775,0.00012754863,0.008071666,0.00007146346,0.000012423914,0.00026121608,0.00014561288,0.094994135,0.883155,0.00160269,0.00018172542,0.011156727],"study_design_scores_gemma":[0.000013164601,0.00035369827,0.061703037,0.000021680347,0.000024208233,0.00012738626,0.00043436827,0.7346262,0.20091395,0.0009488385,0.0008088701,0.000024684852],"about_ca_topic_score_codex":0.002985418,"about_ca_topic_score_gemma":0.006728385,"teacher_disagreement_score":0.002985418,"about_ca_system_score_codex":0.00042751792,"about_ca_system_score_gemma":0.00037398134,"threshold_uncertainty_score":0.009749234},"labels":[],"label_agreement":null},{"id":"W4408405290","doi":"10.1016/j.engstruct.2025.120018","title":"Prediction of ground movement-induced pipe responses considering variable PGD magnitudes using physics-informed neural networks and transfer learning","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Artificial neural network; Variable (mathematics); Movement (music); Physics; Computer science; Artificial intelligence; Acoustics; Mathematics; Mathematical analysis","score_opus":0.012346743279346298,"score_gpt":0.21247434903186227,"score_spread":0.20012760575251598,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408405290","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.39742956,0.00025461274,0.5984057,0.00024192453,0.0000541316,0.000038885777,0.0001114117,0.0005955746,0.0028681452],"genre_scores_gemma":[0.98634547,0.0000770479,0.012352384,0.000030518564,0.000010229598,0.000029333441,0.00009208481,0.0000143298685,0.0010485442],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99992883,0.000013827449,0.0000032154364,0.000023453189,0.000016902239,0.00001377157],"domain_scores_gemma":[0.999754,0.00012018437,0.000046464454,0.000016778391,0.000046141267,0.000016454122],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024391492,0.00074043503,0.0003136541,0.00027579427,0.00016124494,0.00031591725,0.00051860395,0.00080448407,0.0006072596],"category_scores_gemma":[0.00088554504,0.00032205493,0.00040903233,0.00020152844,0.00045191761,0.0006523709,0.00044652008,0.0006329052,0.00009913666],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000011933683,0.000015308662,0.0005430537,0.000008400993,0.000005670621,0.000024137988,0.0000068926174,0.99404,0.001090008,0.00015476247,0.00005228609,0.00404757],"study_design_scores_gemma":[3.9946775e-7,0.0000033252509,0.0000810032,3.7435802e-7,5.44386e-7,9.488096e-7,9.0615856e-7,0.9997079,0.0001187847,0.00007520398,0.000009883656,7.0530393e-7],"about_ca_topic_score_codex":0.0068414807,"about_ca_topic_score_gemma":0.005491461,"teacher_disagreement_score":0.0068414807,"about_ca_system_score_codex":0.0004493189,"about_ca_system_score_gemma":0.00062950864,"threshold_uncertainty_score":0.01360333},"labels":[],"label_agreement":null},{"id":"W4408556819","doi":"10.1016/j.engstruct.2025.120135","title":"Self-centering tension brace for seismic damage mitigation: From real-time hybrid simulation test to performance-based seismic retrofit design","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"China Postdoctoral Science Foundation; Natural Science Foundation of Jiangsu Province; National Natural Science Foundation of China","keywords":"Brace; Structural engineering; Seismic retrofit; Seismic analysis; Engineering; Tension (geology); Computer science; Reinforced concrete; Materials science; Ultimate tensile strength","score_opus":0.005531648152934345,"score_gpt":0.20929511282913232,"score_spread":0.203763464676198,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408556819","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9244826,0.000110019355,0.06736883,0.000084767824,0.000038022685,0.00005173882,0.00014188333,0.00080654054,0.0069157584],"genre_scores_gemma":[0.9949531,0.00002211872,0.004267266,0.000008799084,0.0000014339184,0.000016256276,0.000046442503,0.000027350587,0.00065718015],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998264,0.000045974084,0.000006799984,0.000022135358,0.00007000697,0.000028803313],"domain_scores_gemma":[0.99951077,0.00022266402,0.000060282193,0.000062795814,0.00011017277,0.00003323522],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038370857,0.000664962,0.00040571243,0.00045787363,0.00018253013,0.00046738458,0.0008866561,0.0005988714,0.0025386757],"category_scores_gemma":[0.00088513753,0.0002451235,0.00025719297,0.00023873078,0.00033137685,0.00062321546,0.00034079255,0.0003354737,0.0002562118],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00081114634,0.0006478881,0.0042357747,0.00013815452,0.000046527934,0.00011306219,0.00013352788,0.90094644,0.036539454,0.0013082676,0.0009228809,0.054156873],"study_design_scores_gemma":[0.000019922501,0.00039595264,0.0010269172,0.0000051517604,0.000012189851,0.000012273278,0.00004419204,0.9911628,0.006888636,0.00015910582,0.00026496316,0.000007864627],"about_ca_topic_score_codex":0.003045073,"about_ca_topic_score_gemma":0.004183537,"teacher_disagreement_score":0.003045073,"about_ca_system_score_codex":0.0003159621,"about_ca_system_score_gemma":0.00037541392,"threshold_uncertainty_score":0.008492708},"labels":[],"label_agreement":null},{"id":"W4408556925","doi":"10.1016/j.engstruct.2025.120010","title":"Experimental investigation on seismically deficient RC bridge columns strengthened with prestressed vertical Fe-SMA plates and confined with CFRP wraps and UHPFRC jacket","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"American Concrete Institute; Natural Sciences and Engineering Research Council of Canada; Mitacs; University of Calgary","keywords":"SMA*; Structural engineering; Bridge (graph theory); Materials science; Geology; Engineering; Geotechnical engineering; Computer science","score_opus":0.006883421411843052,"score_gpt":0.19550516848201951,"score_spread":0.18862174707017645,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408556925","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99865806,0.00006603798,0.0007794801,0.000011633152,0.000007971517,0.000012014487,0.000057421756,0.000017291475,0.00038996496],"genre_scores_gemma":[0.9971545,0.000091857684,0.0017162495,0.000015431793,0.0000052730697,0.00002383681,0.000062994775,0.000007719079,0.00092215586],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997416,0.000023506833,0.000014794417,0.000056149176,0.00010978577,0.000054128788],"domain_scores_gemma":[0.9996706,0.000056397574,0.00007212211,0.000048962254,0.00010084443,0.00005110571],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030783901,0.00049617497,0.00027502386,0.0002919103,0.00030136073,0.00014206699,0.00042240095,0.00046388284,0.0016242331],"category_scores_gemma":[0.00032886476,0.00026750093,0.00020353484,0.00015952373,0.00044435327,0.0002638275,0.00028613274,0.0004027424,0.000218348],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020520513,0.00009955717,0.0006517199,0.000084250954,0.0000067804117,0.00011168998,0.00008453248,0.0011372465,0.9959318,0.00003758124,0.00005181999,0.0015978839],"study_design_scores_gemma":[0.00003549276,0.0046821777,0.01647113,0.000028286506,0.00005029316,0.00016679023,0.00042729723,0.0055374396,0.97121316,0.000038340975,0.0013268244,0.000022751377],"about_ca_topic_score_codex":0.0007215473,"about_ca_topic_score_gemma":0.002486991,"teacher_disagreement_score":0.0016242331,"about_ca_system_score_codex":0.00012934745,"about_ca_system_score_gemma":0.00017673621,"threshold_uncertainty_score":0.0054335594},"labels":[],"label_agreement":null},{"id":"W4408733475","doi":"10.1016/j.engstruct.2025.120066","title":"Dynamic analysis of long-span bridges with vibration control systems: A novel reduced-order model and comparative study","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Wind Energy Institute of Canada; Western University","funders":"Fundamental Research Funds for the Central Universities; China Scholarship Council; National Natural Science Foundation of China","keywords":"Structural engineering; Span (engineering); Vibration; Vibration control; Engineering; Control theory (sociology); Computer science; Control (management); Physics; Acoustics; Artificial intelligence","score_opus":0.007812620979330788,"score_gpt":0.2367553879293817,"score_spread":0.22894276695005092,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408733475","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.25601134,0.0013341994,0.71234953,0.00041430938,0.000092104885,0.00006770165,0.00014037892,0.00035464048,0.029235844],"genre_scores_gemma":[0.9873175,0.00035938606,0.006587199,0.000029435552,0.000026169939,0.000041565367,0.00006459215,0.000025262465,0.005548959],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999033,0.00002901172,0.0000039160595,0.00001984957,0.000028702587,0.00001511926],"domain_scores_gemma":[0.9998072,0.00008119812,0.00003376056,0.00001677562,0.000050540442,0.000010567778],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029194707,0.0005090034,0.00075085583,0.00032112564,0.00040793305,0.000646812,0.0006654188,0.0009943158,0.0024053564],"category_scores_gemma":[0.0006075572,0.00025867982,0.00077343616,0.00026946838,0.00037763777,0.0006197303,0.00038646828,0.0005287636,0.0002963626],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004278974,0.000042062395,0.00023033319,0.00006304747,0.000030917945,0.000083637664,0.000050073435,0.9818866,0.0038837362,0.0073446855,0.00023462894,0.006107423],"study_design_scores_gemma":[0.0000024294081,0.000013835652,0.000113175214,0.0000015001302,0.0000049712535,0.0000074403147,0.0000046484874,0.99916613,0.00009780394,0.0004873734,0.000098759214,0.0000019395343],"about_ca_topic_score_codex":0.007042613,"about_ca_topic_score_gemma":0.004977712,"teacher_disagreement_score":0.007042613,"about_ca_system_score_codex":0.000369556,"about_ca_system_score_gemma":0.00046699514,"threshold_uncertainty_score":0.014003277},"labels":[],"label_agreement":null},{"id":"W4408749435","doi":"10.1016/j.engstruct.2025.120154","title":"Recommended concrete damage plasticity parameters and constitutive models for UHPC in ABAQUS","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":47,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Constitutive equation; Plasticity; Structural engineering; Materials science; Engineering; Composite material; Finite element method","score_opus":0.010486223141715396,"score_gpt":0.22730286157672894,"score_spread":0.21681663843501353,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408749435","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.017652543,0.0010993553,0.80749214,0.00079735485,0.0010562133,0.0009695796,0.05009343,0.036037795,0.08480153],"genre_scores_gemma":[0.1699223,0.0020181532,0.6810456,0.0010201784,0.00024251855,0.003188725,0.05675818,0.027144756,0.058659587],"study_design_codex":"not_applicable","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9983493,0.00038240495,0.000117704745,0.00015411752,0.0008746753,0.000121885474],"domain_scores_gemma":[0.9947491,0.001178194,0.00028755097,0.00080425997,0.0028692654,0.000111625035],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014368074,0.0017302445,0.0014410081,0.0018195907,0.0011309222,0.0012246951,0.005397792,0.002484515,0.09008957],"category_scores_gemma":[0.0063135447,0.001601523,0.0010374705,0.00208639,0.00040431708,0.0023256892,0.00058632705,0.002588803,0.0291356],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002818203,0.0006261199,0.0025635231,0.0022544528,0.00006728614,0.00025669503,0.00033977034,0.34787992,0.0293562,0.029377947,0.40383074,0.1831655],"study_design_scores_gemma":[0.00029270924,0.00018508079,0.003909402,0.00063663133,0.000098692246,0.0002613971,0.00024960068,0.63667303,0.06630063,0.02023308,0.2709256,0.00023409839],"about_ca_topic_score_codex":0.0099463025,"about_ca_topic_score_gemma":0.017817913,"teacher_disagreement_score":0.09008957,"about_ca_system_score_codex":0.0015266518,"about_ca_system_score_gemma":0.002336006,"threshold_uncertainty_score":0.30137962},"labels":[],"label_agreement":null},{"id":"W4409199577","doi":"10.1016/j.engstruct.2025.120238","title":"Low-dimensional dynamic modeling for planar truss structures using assumed mode weighting","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Vibration and Dynamic Analysis","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"","keywords":"Truss; Planar; Weighting; Structural engineering; Mode (computer interface); Engineering; Computer science; Physics; Acoustics","score_opus":0.00519534649695304,"score_gpt":0.2326907844884649,"score_spread":0.22749543799151184,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409199577","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.07298898,0.00012304823,0.9107487,0.00007857255,0.000021348978,0.00003239048,0.00011904564,0.00025878043,0.015629133],"genre_scores_gemma":[0.93558705,0.0001962948,0.0514049,0.000039247803,0.000012217845,0.00007665808,0.00015145316,0.000107577194,0.01242452],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991703,0.000014998015,0.0000033037102,0.000013337451,0.00003826435,0.000013038358],"domain_scores_gemma":[0.9998869,0.00003309247,0.00001774271,0.000016572285,0.00003896748,0.000006705087],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001625861,0.00041365626,0.000322478,0.00034265715,0.00021806006,0.00048701867,0.0009577907,0.0007355767,0.002574371],"category_scores_gemma":[0.00044979967,0.00030136362,0.00043016716,0.0002791135,0.0002514415,0.0006403219,0.00034232804,0.0003984918,0.0007376443],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000008789779,0.00001724453,0.0001840106,0.000019958023,0.0000048438737,0.000030701765,0.00002640949,0.9838668,0.004960311,0.0045807334,0.00012645609,0.006173661],"study_design_scores_gemma":[7.550758e-7,0.0000044890726,0.00006685673,0.0000017272802,0.0000010006078,0.000005807596,0.000004127497,0.99902713,0.00033032548,0.00038379137,0.00017242864,0.0000016202589],"about_ca_topic_score_codex":0.0042586494,"about_ca_topic_score_gemma":0.005147573,"teacher_disagreement_score":0.0042586494,"about_ca_system_score_codex":0.0003215202,"about_ca_system_score_gemma":0.00034930103,"threshold_uncertainty_score":0.008612156},"labels":[],"label_agreement":null},{"id":"W4409312381","doi":"10.1016/j.engstruct.2025.120275","title":"Time-varying seismic vulnerability of precast column-to-pile shaft pier assemblies","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Precast concrete; Pier; Pile; Column (typography); Structural engineering; Geotechnical engineering; Vulnerability (computing); Geology; Engineering; Computer science; Connection (principal bundle)","score_opus":0.005838597647785545,"score_gpt":0.23088707439935105,"score_spread":0.2250484767515655,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409312381","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984775,0.0000122556285,0.0007580788,0.00001369477,0.0000020722102,0.0000012322448,0.0000614478,0.000025321173,0.00064846064],"genre_scores_gemma":[0.99973994,0.0000052579257,0.000072855415,0.0000014312554,7.848312e-7,5.151527e-7,0.000038501592,0.0000041091944,0.00013658828],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991,0.000012746782,0.0000029577536,0.000018777233,0.00001907295,0.000036419264],"domain_scores_gemma":[0.99949145,0.00022683681,0.000079787824,0.000036640096,0.00008547406,0.000079789344],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016526986,0.00021912278,0.00017766957,0.0005762129,0.00026017503,0.00023410568,0.00028736296,0.00045448376,0.0014129599],"category_scores_gemma":[0.0011666124,0.0001857932,0.00018349985,0.0004051636,0.0002812591,0.00031696772,0.00029339019,0.00028063313,0.00022840996],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007904744,0.00023189039,0.076005414,0.0000654982,0.00009599218,0.0019618105,0.00047229254,0.8225304,0.07671148,0.0021240856,0.00128535,0.01772536],"study_design_scores_gemma":[0.000006548234,0.00016988449,0.11552071,0.000008552994,0.000025999861,0.00032474438,0.0002884961,0.8769501,0.0060140546,0.00040459787,0.0002643335,0.000021928934],"about_ca_topic_score_codex":0.0029414517,"about_ca_topic_score_gemma":0.0037957411,"teacher_disagreement_score":0.0029414517,"about_ca_system_score_codex":0.00035665088,"about_ca_system_score_gemma":0.00016162037,"threshold_uncertainty_score":0.005848706},"labels":[],"label_agreement":null},{"id":"W4409312424","doi":"10.1016/j.engstruct.2025.120277","title":"Slenderness effect on GFRP-RC columns with square spirals under concentric and eccentric loading: Experimental and analytical study","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"Natural Sciences and Engineering Research Council of Canada; Dalhousie University; Pultrall","keywords":"Concentric; Structural engineering; Eccentric; Square (algebra); Fibre-reinforced plastic; Buckling; Materials science; Engineering; Mathematics; Geometry","score_opus":0.005968251195299396,"score_gpt":0.24061465849540886,"score_spread":0.23464640730010947,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409312424","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9976412,0.0001156646,0.0018869911,0.000007969889,0.000002769201,0.000007719564,0.000033189415,0.000025854428,0.00027866388],"genre_scores_gemma":[0.9985469,0.00007881456,0.0010859013,0.000004575699,0.0000012659038,0.0000048427564,0.000023727722,0.000004518373,0.00024941048],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99978274,0.000019619,0.0000102446875,0.00004860614,0.00009500416,0.000043859756],"domain_scores_gemma":[0.9993537,0.00017043826,0.00019158011,0.000062985295,0.00016454664,0.00005680205],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004181052,0.00037791525,0.000253181,0.00042747837,0.00021569838,0.00019400605,0.0003795848,0.00039836665,0.0008965164],"category_scores_gemma":[0.00073960645,0.0002804959,0.0001965174,0.0002651739,0.000600814,0.00029042322,0.00022257463,0.00020335813,0.00018495078],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027880352,0.00006590128,0.006193451,0.00012720359,0.000013353259,0.0004267651,0.0001352578,0.021665083,0.96402586,0.00011632041,0.00005193505,0.0069001215],"study_design_scores_gemma":[0.000021227956,0.00096635014,0.0362442,0.000031802087,0.00004167051,0.0003407034,0.00025480505,0.12500012,0.8361797,0.000117884454,0.0007627131,0.000038849594],"about_ca_topic_score_codex":0.0015275192,"about_ca_topic_score_gemma":0.004615424,"teacher_disagreement_score":0.0015275192,"about_ca_system_score_codex":0.00028058255,"about_ca_system_score_gemma":0.00023409072,"threshold_uncertainty_score":0.0030373335},"labels":[],"label_agreement":null},{"id":"W4409312449","doi":"10.1016/j.engstruct.2025.120205","title":"Performance and recentering demands of partially self-centering BRBFs in the life-cycle span","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Microgrid Control and Optimization","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"China National Funds for Distinguished Young Scientists; National Natural Science Foundation of China","keywords":"Life span; Span (engineering); Structural engineering; Psychology; Engineering; Medicine; Gerontology","score_opus":0.0019209757645603763,"score_gpt":0.16710719727860507,"score_spread":0.1651862215140447,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409312449","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96433586,0.0007552958,0.022436397,0.0003504532,0.000027902099,0.000008350156,0.00017729575,0.00022171925,0.011686688],"genre_scores_gemma":[0.9981237,0.00009225404,0.0007278403,0.00001136111,0.0000037333928,0.0000023579405,0.00008369752,0.000015368447,0.0009396962],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997681,0.000057106805,0.0000062113086,0.000035454297,0.000061958235,0.00007123553],"domain_scores_gemma":[0.9994413,0.00013371641,0.00004641357,0.000089713125,0.00020766511,0.00008114418],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00070970255,0.00029317738,0.00035904505,0.00026403536,0.00034505545,0.0005114438,0.0005285557,0.00042628203,0.0024027913],"category_scores_gemma":[0.0016102974,0.000091708,0.00019329315,0.00033714192,0.00029047666,0.00090866064,0.00033877656,0.00027327292,0.00044014302],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010545366,0.00010336948,0.007639643,0.00015826234,0.000043518077,0.00018036504,0.00019069012,0.84671766,0.043402135,0.012903848,0.0021469188,0.08545914],"study_design_scores_gemma":[0.000022620461,0.001029609,0.009003099,0.00003641805,0.00003564602,0.00018145182,0.00035056248,0.9496663,0.027638596,0.0076460144,0.004366846,0.000022734892],"about_ca_topic_score_codex":0.002164529,"about_ca_topic_score_gemma":0.0025348268,"teacher_disagreement_score":0.0024027913,"about_ca_system_score_codex":0.0005600485,"about_ca_system_score_gemma":0.00031115496,"threshold_uncertainty_score":0.008038104},"labels":[],"label_agreement":null},{"id":"W4409446843","doi":"10.1016/j.engstruct.2025.120276","title":"Generative adversarial network approach for predicting tensile behavior and failure pattern of fiber-reinforced cementitious matrices","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Guelph; Arup Group (Canada); McMaster University","funders":"","keywords":"Ultimate tensile strength; Structural engineering; Adversarial system; Cementitious; Generative grammar; Fiber; Materials science; Composite material; Computer science; Engineering; Artificial intelligence","score_opus":0.005261492952402123,"score_gpt":0.2070365430175762,"score_spread":0.20177505006517407,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409446843","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.18884605,0.00059966167,0.80613285,0.0004582923,0.00007789201,0.00006377016,0.00041521512,0.0006355639,0.002770668],"genre_scores_gemma":[0.9636988,0.0002299918,0.032659158,0.00012499394,0.000031659678,0.00006750194,0.00048354382,0.00003408236,0.0026702208],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999785,0.000086614644,0.0000072961298,0.00005734835,0.00003789468,0.000025904648],"domain_scores_gemma":[0.9990884,0.00063490076,0.00010874693,0.000050556922,0.000091570684,0.000025855166],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008611045,0.00073646253,0.00040030488,0.00049180485,0.00015464108,0.00035672451,0.00065312115,0.000651384,0.0009354914],"category_scores_gemma":[0.0017693461,0.00030160445,0.000602301,0.00025075392,0.00055327016,0.00044805906,0.00049988827,0.0009570021,0.00020499203],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000035164303,0.000014808404,0.0011854188,0.00001650729,0.000016646582,0.000041026287,0.000015329351,0.98659605,0.0013028961,0.0011310148,0.00025967916,0.009385415],"study_design_scores_gemma":[7.288355e-7,0.000006348695,0.00016405979,0.0000015981598,0.0000020176271,0.0000054357515,0.0000016399941,0.99891067,0.00029066668,0.00055679557,0.00005830684,0.0000017374749],"about_ca_topic_score_codex":0.0036881051,"about_ca_topic_score_gemma":0.0037762707,"teacher_disagreement_score":0.0036881051,"about_ca_system_score_codex":0.00050535466,"about_ca_system_score_gemma":0.0003251096,"threshold_uncertainty_score":0.0073332787},"labels":[],"label_agreement":null},{"id":"W4409448978","doi":"10.1016/j.engstruct.2025.120336","title":"The reinforcing effect of bonded post-tensioning tendons on the glulam beams without finger joints","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Tree Root and Stability Studies","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Tongji University; National Natural Science Foundation of China","keywords":"Structural engineering; Materials science; Composite material; Tendon; Engineering; Anatomy","score_opus":0.002755462785382816,"score_gpt":0.19551079561641427,"score_spread":0.19275533283103144,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409448978","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9962345,0.00018590818,0.002069241,0.0000073391498,0.000009899168,0.000004630267,0.000012147468,0.000020271484,0.0014561435],"genre_scores_gemma":[0.9973117,0.000069274,0.0017566608,0.000007615283,0.0000023694427,0.0000036043268,0.000007228663,0.000006879021,0.0008347755],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998559,0.000035432397,0.000006496212,0.000026116544,0.00004898029,0.00002700943],"domain_scores_gemma":[0.99925655,0.00035811937,0.000110978464,0.00007152322,0.00013902543,0.00006375874],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003189225,0.0002872701,0.000100663696,0.00031355576,0.00025548707,0.00015241506,0.0002954657,0.0002558493,0.0029146827],"category_scores_gemma":[0.0008460702,0.00018773494,0.00012301558,0.0001562214,0.00041639624,0.0002662516,0.0001969832,0.0001861269,0.00023547505],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028781663,0.000045951205,0.0003960027,0.00004600277,0.0000057405678,0.000051143077,0.00011553608,0.0011473125,0.99326587,0.00039075234,0.000024322413,0.0042235595],"study_design_scores_gemma":[0.000011365615,0.000776634,0.0033391132,0.000015926,0.000030577907,0.00005664487,0.00011065182,0.0036703183,0.9911874,0.00008784447,0.0007072383,0.0000062058766],"about_ca_topic_score_codex":0.0005323744,"about_ca_topic_score_gemma":0.0013956426,"teacher_disagreement_score":0.0029146827,"about_ca_system_score_codex":0.00012741573,"about_ca_system_score_gemma":0.00018818119,"threshold_uncertainty_score":0.009750605},"labels":[],"label_agreement":null},{"id":"W4409602246","doi":"10.1016/j.engstruct.2025.120299","title":"Impact of imperfections in the reinforcing steel plates on elastomeric bridge bearings: A finite element analysis","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"","keywords":"Finite element method; Elastomer; Bridge (graph theory); Structural engineering; Engineering; Materials science; Forensic engineering; Composite material","score_opus":0.005033912943788039,"score_gpt":0.246438727552808,"score_spread":0.24140481460901994,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409602246","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9765014,0.00010488775,0.014959681,0.000096547075,0.000032670534,0.000019723111,0.000080683254,0.00014435056,0.008059993],"genre_scores_gemma":[0.9980844,0.000030369185,0.0007652899,0.000010076688,0.000004072255,0.000004347176,0.00002455027,0.000021844273,0.0010551405],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997392,0.000041677868,0.000010558941,0.000032124073,0.00009991042,0.000076468656],"domain_scores_gemma":[0.99904114,0.00053377723,0.0001306494,0.00008802844,0.00013499605,0.000071320246],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044641425,0.0005049507,0.0005660591,0.0006379,0.0005993122,0.00079125736,0.00076362735,0.0016648442,0.0035754577],"category_scores_gemma":[0.002531617,0.0007171719,0.00055469136,0.00039478217,0.001483702,0.0006672063,0.0005531178,0.00063098595,0.0003714635],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015964573,0.00009021223,0.0021764482,0.000031795866,0.000022647417,0.00026233768,0.00006313542,0.98320574,0.009939163,0.0009321333,0.00019658232,0.0029201556],"study_design_scores_gemma":[0.0000102668455,0.00008411129,0.0049588005,0.000008257569,0.000022766006,0.000047562553,0.00009037708,0.9911377,0.0032695967,0.00021311991,0.000144893,0.000012541482],"about_ca_topic_score_codex":0.009342028,"about_ca_topic_score_gemma":0.006743543,"teacher_disagreement_score":0.009342028,"about_ca_system_score_codex":0.0007339452,"about_ca_system_score_gemma":0.0006967232,"threshold_uncertainty_score":0.018575251},"labels":[],"label_agreement":null},{"id":"W4409625607","doi":"10.1016/j.engstruct.2025.120347","title":"Probabilistic assessment of seismic acceleration demands of ductile light NSCs in moderately ductile RC frame buildings","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"École de Technologie Supérieure","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Acceleration; Structural engineering; Frame (networking); Probabilistic logic; Seismic loading; Reinforced concrete; Ductility (Earth science); Engineering; Computer science; Materials science; Mechanical engineering; Composite material; Artificial intelligence; Physics","score_opus":0.004535343879009448,"score_gpt":0.2326835017077751,"score_spread":0.22814815782876566,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409625607","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9939528,0.00001121978,0.0054864325,0.000007100333,6.031117e-7,0.000005496448,0.000035725076,0.000016555738,0.00048402385],"genre_scores_gemma":[0.9993544,0.0000050791336,0.00046824946,0.0000010935335,3.8031502e-7,0.000002407053,0.000028022221,0.0000021364167,0.00013815836],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998286,0.000039917475,0.000007982513,0.000035954505,0.000053315787,0.000034248893],"domain_scores_gemma":[0.99946076,0.00024466185,0.00012752514,0.000043777487,0.00007556609,0.000047821562],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00051455817,0.00035583955,0.00018963909,0.00054027775,0.00014835107,0.00038321177,0.00042615624,0.00044074928,0.00071268366],"category_scores_gemma":[0.0012099462,0.00028531847,0.00027996744,0.00023545843,0.000332274,0.00028920607,0.00044857722,0.00024031407,0.000107513064],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001576934,0.000036047855,0.058767702,0.000018173721,0.000022139628,0.00020363825,0.00008818886,0.9223915,0.011675453,0.00058276247,0.00005843371,0.0059982208],"study_design_scores_gemma":[0.0000041174485,0.00011865776,0.054096304,0.0000040686136,0.000014952734,0.00005048074,0.00007860417,0.94237274,0.002867416,0.00024874115,0.00012896574,0.000014920968],"about_ca_topic_score_codex":0.0051209345,"about_ca_topic_score_gemma":0.0072538448,"teacher_disagreement_score":0.0051209345,"about_ca_system_score_codex":0.00051742536,"about_ca_system_score_gemma":0.00021229021,"threshold_uncertainty_score":0.0101822615},"labels":[],"label_agreement":null},{"id":"W4409633360","doi":"10.1016/j.engstruct.2025.120346","title":"Seismic design of self-centering prestressed concrete frames with sliding infill walls: Parameter analysis and seismic demand prediction","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":37,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"China Postdoctoral Science Foundation; Natural Science Foundation of Jiangsu Province; National Natural Science Foundation of China","keywords":"Infill; Structural engineering; Seismic analysis; Prestressed concrete; Geotechnical engineering; Engineering; Geology","score_opus":0.003868072114798242,"score_gpt":0.18626362522564055,"score_spread":0.1823955531108423,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409633360","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.83344847,0.00013322379,0.15961449,0.00006530821,0.000019749896,0.000060337865,0.00008979588,0.00012998807,0.006438544],"genre_scores_gemma":[0.98937476,0.000045272594,0.009543648,0.0000040614595,0.0000027918688,0.00002117481,0.000035452344,0.00001362229,0.0009592864],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998534,0.00003565542,0.00000650072,0.000024229423,0.00005173431,0.000028442813],"domain_scores_gemma":[0.9997863,0.000070315305,0.000051354364,0.000019168981,0.000047250425,0.000025648582],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033280885,0.0005839078,0.0005928794,0.00051765423,0.00030444344,0.0006078465,0.0008402281,0.0008500002,0.0013246684],"category_scores_gemma":[0.0005737364,0.00049415085,0.00038882485,0.00028223125,0.0005241962,0.00031685983,0.0003631458,0.00027972623,0.00020354727],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012524055,0.00007744435,0.001349213,0.00004281895,0.000014882324,0.00012696217,0.000046654237,0.95745283,0.028508276,0.0014727644,0.000102791986,0.010680194],"study_design_scores_gemma":[0.000009398837,0.00017462057,0.0012750436,0.000006000771,0.000012563632,0.000020129464,0.000038712184,0.9935284,0.0045387917,0.0001793478,0.00020979144,0.0000071844624],"about_ca_topic_score_codex":0.0037710236,"about_ca_topic_score_gemma":0.0060695633,"teacher_disagreement_score":0.0037710236,"about_ca_system_score_codex":0.00049599505,"about_ca_system_score_gemma":0.0009748914,"threshold_uncertainty_score":0.007498145},"labels":[],"label_agreement":null},{"id":"W4409634302","doi":"10.1016/j.engstruct.2025.120289","title":"Structural performance of the GFRP-reinforced precast concrete no-gap boat ramp plank","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke; Natural Sciences and Engineering Research Council of Canada","funders":"Department of Transport and Main Roads, Queensland Government; Cooperative Research Centres, Australian Government Department of Industry; University of Southern Queensland","keywords":"Precast concrete; Plank; Structural engineering; Fibre-reinforced plastic; Reinforced concrete; Engineering","score_opus":0.0058815100322041555,"score_gpt":0.19779252973059386,"score_spread":0.1919110196983897,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409634302","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986953,0.000049508635,0.00077003834,0.0000063438288,0.0000041232474,0.000010524302,0.000023947432,0.000021769665,0.0004184183],"genre_scores_gemma":[0.9978332,0.00004460194,0.0011702063,0.0000045268575,0.0000011262889,0.0000058687465,0.00006480885,0.000006134911,0.00086956966],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996464,0.000031757587,0.000013420375,0.000062539795,0.00019115544,0.00005465357],"domain_scores_gemma":[0.9997335,0.000030505733,0.00005296379,0.00003467291,0.00007378359,0.00007461531],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032919002,0.00056662504,0.00028988378,0.0002798628,0.00023794541,0.00023590852,0.0005245791,0.00055598025,0.0012975847],"category_scores_gemma":[0.0003547049,0.00029605164,0.00033242835,0.000116561794,0.00040365008,0.00032742572,0.00033163824,0.00026818225,0.00040984532],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004718628,0.00014293194,0.009759023,0.00016664206,0.00003844533,0.00044015935,0.00013540218,0.01725322,0.960925,0.000108323395,0.000100735364,0.0104582915],"study_design_scores_gemma":[0.000076624674,0.012849412,0.20728484,0.00004222804,0.00019323628,0.00089524436,0.00040192515,0.067508385,0.7068779,0.00006324638,0.0037146818,0.00009238435],"about_ca_topic_score_codex":0.002057354,"about_ca_topic_score_gemma":0.0065240506,"teacher_disagreement_score":0.002057354,"about_ca_system_score_codex":0.00025944898,"about_ca_system_score_gemma":0.0002696344,"threshold_uncertainty_score":0.004340887},"labels":[],"label_agreement":null},{"id":"W4409736816","doi":"10.1016/j.engstruct.2025.120279","title":"In-plane lateral cyclic response of partially grouted reinforced concrete masonry shear walls with boundary elements","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Masonry Design Centre","keywords":"Masonry; Structural engineering; Shear wall; Geotechnical engineering; Shear (geology); Reinforced concrete; Unreinforced masonry building; Geology; Materials science; Boundary (topology); Engineering; Composite material; Mathematics","score_opus":0.003101362305822494,"score_gpt":0.19820386032226614,"score_spread":0.19510249801644364,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409736816","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985067,0.00003489495,0.0010246312,0.000004172097,0.0000045768547,0.0000027699125,0.000021220458,0.000019475587,0.00038161833],"genre_scores_gemma":[0.99886453,0.000026683658,0.00057859416,0.000005483593,0.0000010843428,0.000003378676,0.000040694627,0.0000048138236,0.00047476173],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998567,0.000016566224,0.000009424703,0.000020654665,0.00005896116,0.00003761693],"domain_scores_gemma":[0.9997818,0.000036545644,0.00006316509,0.000032172225,0.00005385707,0.0000325276],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016847243,0.00034847317,0.00017486184,0.00018078384,0.000098575765,0.0001875031,0.00019846502,0.00023958563,0.0011907943],"category_scores_gemma":[0.00030013983,0.00016222127,0.00016693283,0.000116614705,0.0002546733,0.0001435076,0.00025728298,0.00018580239,0.00021987874],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018608845,0.000038441132,0.0041091954,0.0000568931,0.000010074834,0.00022418764,0.00008725401,0.01052892,0.97895986,0.000073323485,0.000067793735,0.0056579113],"study_design_scores_gemma":[0.000011325516,0.0013874694,0.04256993,0.000024036606,0.000026726386,0.00021066263,0.00030845412,0.03709661,0.91672647,0.00008250941,0.0015290338,0.000026664648],"about_ca_topic_score_codex":0.000467566,"about_ca_topic_score_gemma":0.0013490579,"teacher_disagreement_score":0.0011907943,"about_ca_system_score_codex":0.0000962934,"about_ca_system_score_gemma":0.00009627137,"threshold_uncertainty_score":0.003983557},"labels":[],"label_agreement":null},{"id":"W4409839744","doi":"10.1016/j.engstruct.2025.120438","title":"Performance-based seismic design method of stacked modular steel building based on three-dimensional seismic isolation","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"BIM and Construction Integration","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"China Scholarship Council; National Natural Science Foundation of China","keywords":"Seismic isolation; Structural engineering; Seismic analysis; Modular design; Modular construction; Seismic retrofit; Computer science; Geology; Engineering; Seismology; Reinforced concrete","score_opus":0.007498042350918382,"score_gpt":0.21600015858787688,"score_spread":0.2085021162369585,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409839744","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.017761989,0.000052992316,0.97613573,0.00003082751,0.000018394296,0.000025074494,0.000028044578,0.00028110304,0.005665804],"genre_scores_gemma":[0.71180105,0.00018955777,0.28182527,0.000045793953,0.000026845299,0.00015068222,0.00018550109,0.00017600883,0.0055993167],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997162,0.000044207474,0.000012017128,0.000045175442,0.00015455844,0.000027711489],"domain_scores_gemma":[0.999858,0.000026009895,0.000020198133,0.000015334808,0.00006704085,0.000013487515],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000284336,0.00091455836,0.00066107535,0.0006493249,0.00034908782,0.00065093406,0.0010665181,0.000547347,0.0032297862],"category_scores_gemma":[0.0003907776,0.00050270004,0.0007788526,0.00042862442,0.00030634907,0.00055793644,0.0007980307,0.00038185317,0.0007047753],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006422081,0.00006811742,0.0009858593,0.00014796665,0.000043709297,0.00013273022,0.0001356815,0.87529266,0.047890294,0.009349186,0.000984968,0.06490472],"study_design_scores_gemma":[0.0000040856976,0.0000415813,0.00019518757,0.0000045993547,0.000015748126,0.000049805472,0.000022875942,0.9943514,0.0034892166,0.00085761317,0.00096114096,0.0000068381073],"about_ca_topic_score_codex":0.0015995427,"about_ca_topic_score_gemma":0.0024181332,"teacher_disagreement_score":0.0032297862,"about_ca_system_score_codex":0.0003739724,"about_ca_system_score_gemma":0.0008652848,"threshold_uncertainty_score":0.010804772},"labels":[],"label_agreement":null},{"id":"W4409866984","doi":"10.1016/j.engstruct.2025.120333","title":"Performance-based layout optimization framework of tall buildings subjected to dynamic wind load","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Wind engineering; Dynamic load testing; Structural engineering; Computer science; Architectural engineering; Engineering","score_opus":0.0019391710651086727,"score_gpt":0.19156419311194722,"score_spread":0.18962502204683854,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409866984","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.021196984,0.00018688431,0.9711006,0.00011851095,0.00002194711,0.000039528768,0.0000678891,0.00010734309,0.0071603335],"genre_scores_gemma":[0.84628123,0.00065805844,0.1430038,0.00007329444,0.00006680322,0.00021784026,0.00025265335,0.00013612569,0.009310101],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997596,0.00007725977,0.000006518069,0.00003389994,0.00008807982,0.000034588113],"domain_scores_gemma":[0.9998115,0.00007308764,0.000032871034,0.00001543692,0.000050594143,0.000016539361],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000664233,0.00090898277,0.0006729907,0.0006314173,0.0003455751,0.00090166106,0.0006247358,0.0007672416,0.0023849404],"category_scores_gemma":[0.00079014746,0.00041885837,0.00059011084,0.00044373507,0.000594911,0.00072632835,0.0007574106,0.00058190303,0.00025785592],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000026520684,0.000005080303,0.000055329572,0.0000076293622,0.0000024328995,0.000007318162,0.0000042689635,0.99561054,0.00036394512,0.0020593721,0.00004416052,0.0018372382],"study_design_scores_gemma":[0.0000010037076,0.0000123696855,0.00005182317,0.0000019849374,0.0000013569223,0.000003247593,0.000004317039,0.99842936,0.000113415445,0.0011678059,0.00021181563,0.0000015213745],"about_ca_topic_score_codex":0.0038680236,"about_ca_topic_score_gemma":0.0042559304,"teacher_disagreement_score":0.0038680236,"about_ca_system_score_codex":0.0006958307,"about_ca_system_score_gemma":0.0011682293,"threshold_uncertainty_score":0.00797838},"labels":[],"label_agreement":null},{"id":"W4409962039","doi":"10.1016/j.engstruct.2025.120433","title":"Lateral bending strength of ultra-high performance concrete decked I-beams reinforced with high-strength and conventional carbon steel rebars","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Chrysler (Canada); University of Windsor","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Materials science; Flexural strength; High strength steel; Bending; Composite material; Reinforced concrete; High carbon; Carbon fibers; Engineering; Composite number","score_opus":0.003434092675086603,"score_gpt":0.18831049681693418,"score_spread":0.18487640414184758,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409962039","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99918216,0.000069671165,0.0004200247,0.0000037213188,0.000002434055,0.0000030986985,0.000043280073,0.000008476764,0.00026720835],"genre_scores_gemma":[0.99887675,0.000044283384,0.00044860155,0.0000074407494,7.3605344e-7,0.000004119472,0.00007539038,0.0000031138345,0.0005395706],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99967957,0.000024539819,0.000019171799,0.00005262346,0.00018490771,0.00003911912],"domain_scores_gemma":[0.9994548,0.0000804791,0.00016630172,0.000046229365,0.00016573696,0.000086406464],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038895835,0.00037646072,0.00013293377,0.00043609008,0.000116893694,0.00013046105,0.0003238527,0.0004107755,0.0011651148],"category_scores_gemma":[0.00035694172,0.00025715717,0.00020135597,0.00021208121,0.00030340845,0.00019374724,0.00022485394,0.00024271393,0.0002418343],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016510028,0.000037622438,0.005477023,0.000050232546,0.000014603652,0.00008415579,0.0000636817,0.0015689112,0.9895704,0.000036754634,0.00002700254,0.0029044396],"study_design_scores_gemma":[0.000014092832,0.0016194088,0.12276591,0.000037641934,0.00004220737,0.00021551465,0.0002554267,0.0059667407,0.86827624,0.000027364413,0.00075105275,0.000028367216],"about_ca_topic_score_codex":0.0015987251,"about_ca_topic_score_gemma":0.0055799284,"teacher_disagreement_score":0.0015987251,"about_ca_system_score_codex":0.0002134296,"about_ca_system_score_gemma":0.00016372521,"threshold_uncertainty_score":0.0038977265},"labels":[],"label_agreement":null},{"id":"W4409965309","doi":"10.1016/j.engstruct.2025.120435","title":"A Gaussian Process surrogate approach for analyzing parameter uncertainty in mechanics-based structural finite element models","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Probabilistic and Robust Engineering Design","field":"Decision Sciences","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Fondo Nacional de Desarrollo Científico y Tecnológico; Agencia Nacional de Investigación y Desarrollo; Universidad de los Andes","keywords":"Finite element method; Gaussian process; Process (computing); Applied mathematics; Surrogate model; Structural mechanics; Gaussian; Structural engineering; Computer science; Mathematics; Statistical physics; Mathematical optimization; Engineering; Physics","score_opus":0.04316928130520949,"score_gpt":0.31936747608033267,"score_spread":0.2761981947751232,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409965309","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0035030532,0.00005632228,0.9954724,0.00005184546,0.000011811151,0.000009707752,0.000025921407,0.000069078276,0.00079999],"genre_scores_gemma":[0.6647782,0.00057650957,0.3288694,0.00018810004,0.00008559633,0.00021770102,0.0004683062,0.00018428022,0.004631987],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989717,0.00040040837,0.00004803972,0.000082330655,0.00044204787,0.000055564244],"domain_scores_gemma":[0.99828726,0.0010442876,0.00014855522,0.0001713038,0.00029312985,0.000055505],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0020868946,0.000672349,0.0011980913,0.0010486711,0.00042009357,0.0010913357,0.0011441158,0.0019362699,0.0012244426],"category_scores_gemma":[0.0059235035,0.0006722916,0.0011132064,0.0011912409,0.0009519074,0.0012602366,0.0015168396,0.0010912436,0.00039886922],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000022757507,0.000029916091,0.00016678474,0.000030296515,0.000018242486,0.000036376172,0.000019991478,0.96620184,0.0014927642,0.021754181,0.00022589831,0.010000936],"study_design_scores_gemma":[9.574476e-7,0.0000062830686,0.000022141832,0.0000019609158,0.000001386287,0.000005340468,0.0000013407081,0.9967405,0.00014060474,0.002958734,0.000119034856,0.0000017541834],"about_ca_topic_score_codex":0.0012930022,"about_ca_topic_score_gemma":0.001502086,"teacher_disagreement_score":0.0020868946,"about_ca_system_score_codex":0.00043135718,"about_ca_system_score_gemma":0.0009673449,"threshold_uncertainty_score":0.011036694},"labels":[],"label_agreement":null},{"id":"W4410105547","doi":"10.1016/j.engstruct.2025.120376","title":"Experimental investigation of cross laminated timber beams with vertical outer layers","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Cross laminated timber; Structural engineering; Materials science; Engineering; Composite material","score_opus":0.0054924242345891815,"score_gpt":0.21298466097436247,"score_spread":0.2074922367397733,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410105547","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99730873,0.000045007208,0.0016084703,0.0000065562303,0.000008767351,0.000016536966,0.00007049957,0.000022965214,0.0009124984],"genre_scores_gemma":[0.9971384,0.00005208112,0.001289264,0.0000064918286,0.0000035237072,0.000020723413,0.00005588714,0.000010984908,0.0014225951],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99954754,0.00007582171,0.000019472363,0.00007361173,0.00016160046,0.00012205424],"domain_scores_gemma":[0.99877053,0.0005509948,0.00015984371,0.00018663365,0.00026132484,0.000070568305],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00070898427,0.0005302419,0.0003579159,0.0003165012,0.00065013027,0.00022231883,0.000539145,0.0006451827,0.0040928386],"category_scores_gemma":[0.0010326796,0.000387531,0.0002964301,0.0003867353,0.00072763255,0.00038171414,0.0003923433,0.00037805142,0.00034866508],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010784786,0.0007669213,0.0024254073,0.000110378336,0.000021123911,0.0001496761,0.00036571216,0.0061591696,0.98462176,0.00039400283,0.00010402831,0.003803387],"study_design_scores_gemma":[0.00009946196,0.0065327203,0.021658804,0.000027488255,0.000055596793,0.00017967088,0.00042998063,0.0127652325,0.9569837,0.00013260602,0.001110895,0.000023891549],"about_ca_topic_score_codex":0.0010848308,"about_ca_topic_score_gemma":0.0018867314,"teacher_disagreement_score":0.0040928386,"about_ca_system_score_codex":0.00024722746,"about_ca_system_score_gemma":0.00032860777,"threshold_uncertainty_score":0.013691902},"labels":[],"label_agreement":null},{"id":"W4410196922","doi":"10.1016/j.engstruct.2025.120510","title":"Performance of full-scale 3D-printed concrete walls: Effects of vertical reinforcements and window opening","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Innovations in Concrete and Construction Materials","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"","keywords":"Reinforcement; Window (computing); Structural engineering; Scale (ratio); Engineering; Materials science; Geotechnical engineering; Computer science","score_opus":0.002493281270904789,"score_gpt":0.1959380369177843,"score_spread":0.19344475564687952,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410196922","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99871707,0.00010808079,0.000739851,0.0000040408895,0.000007598761,0.0000035453097,0.0000373967,0.00003654184,0.00034597612],"genre_scores_gemma":[0.998628,0.000063739375,0.0007721977,0.00000524456,0.0000016547924,0.0000034138072,0.00004219634,0.000014710949,0.0004688109],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99971217,0.000027576476,0.00002696931,0.000041802603,0.00014865579,0.000042901476],"domain_scores_gemma":[0.99910694,0.00030347452,0.00022794571,0.00013625469,0.00012960697,0.00009573485],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026800486,0.00047186587,0.00024204745,0.00028808246,0.0001398881,0.0003000989,0.00025406628,0.00041653917,0.0014769947],"category_scores_gemma":[0.00080060866,0.00022139822,0.00032657993,0.00020892314,0.00036620235,0.00039255078,0.00037140067,0.0003357769,0.0003145093],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015212639,0.000049035323,0.0011161313,0.000066582616,0.0000113775,0.00016793518,0.00008302666,0.005966452,0.98720443,0.00002683288,0.000023531444,0.005132425],"study_design_scores_gemma":[0.0000066634957,0.00085646537,0.013513902,0.000009976665,0.00001838612,0.00013903549,0.0000931648,0.004524758,0.98049265,0.00002005613,0.00030465494,0.000020327312],"about_ca_topic_score_codex":0.0003306665,"about_ca_topic_score_gemma":0.0009946901,"teacher_disagreement_score":0.0014769947,"about_ca_system_score_codex":0.00012924119,"about_ca_system_score_gemma":0.0001156923,"threshold_uncertainty_score":0.0049410462},"labels":[],"label_agreement":null},{"id":"W4410233303","doi":"10.1016/j.engstruct.2025.120437","title":"Multi-objective optimization based seismic design of CLT coupled wall and Glulam Moment Resisting Frame System","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Waterloo; Okanagan University College; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada; Fundación Inocente, Inocente","keywords":"Structural engineering; Frame (networking); Moment (physics); Seismic analysis; Engineering; Computer science; Mechanical engineering; Physics","score_opus":0.005320627702109843,"score_gpt":0.19553450894642696,"score_spread":0.19021388124431712,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410233303","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.10909465,0.00026384782,0.8670033,0.00021076869,0.000057712132,0.00017008673,0.00015587242,0.00050634803,0.022537373],"genre_scores_gemma":[0.89614075,0.00011882468,0.096532136,0.00008541188,0.000016952865,0.00036699034,0.00017283349,0.000064900145,0.0065011247],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99974984,0.000053244064,0.000010045066,0.000049947335,0.00008954555,0.00004744236],"domain_scores_gemma":[0.99986196,0.00004053944,0.000029732832,0.0000076029023,0.00004161776,0.000018546452],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040578746,0.00084396056,0.00068369816,0.0003942842,0.00033507627,0.00066381914,0.0007928639,0.00093299994,0.0034495627],"category_scores_gemma":[0.0004146909,0.0003688153,0.00057346985,0.00024411967,0.0004375936,0.00034679854,0.0007674361,0.00052503304,0.000499873],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004775214,0.000023291273,0.00041660067,0.000057707563,0.000013370168,0.00008068597,0.000027416254,0.98135066,0.006258138,0.0016226919,0.0003224956,0.009779152],"study_design_scores_gemma":[0.0000081766775,0.000062616375,0.00012424792,0.0000041592107,0.0000053039876,0.000009772613,0.000011740442,0.99846315,0.0006487006,0.00019342017,0.00046549915,0.0000032523458],"about_ca_topic_score_codex":0.0038354937,"about_ca_topic_score_gemma":0.00404401,"teacher_disagreement_score":0.0038354937,"about_ca_system_score_codex":0.00046916897,"about_ca_system_score_gemma":0.0010301326,"threshold_uncertainty_score":0.011539936},"labels":[],"label_agreement":null},{"id":"W4410456859","doi":"10.1016/j.engstruct.2025.120580","title":"A machine learning approach for predicting a full load-deflection behaviour of strengthened beams using fabric-reinforced cementitious matrix (FRCM)","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Deflection (physics); Structural engineering; Cementitious; Materials science; Composite material; Engineering; Cement; Physics; Optics","score_opus":0.007902809763847708,"score_gpt":0.237650059017157,"score_spread":0.22974724925330928,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410456859","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.09097869,0.00023720048,0.9061018,0.00013948261,0.000030120154,0.000075064185,0.00016585468,0.0013203373,0.00095144287],"genre_scores_gemma":[0.8189197,0.00016065197,0.17855123,0.00008809871,0.00002523577,0.00024629154,0.0002992939,0.000042707845,0.001666802],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99977857,0.00005237882,0.000016964466,0.000065364904,0.00006281228,0.000023923481],"domain_scores_gemma":[0.99926573,0.00044146442,0.0000900091,0.000042623986,0.00013783724,0.00002227735],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006950042,0.0011174653,0.000455184,0.0009242429,0.00029987298,0.00048214628,0.0007809987,0.0010686752,0.0009317727],"category_scores_gemma":[0.0017773431,0.00040578184,0.00071578816,0.00050922297,0.00027011966,0.000555603,0.00043202157,0.0009010714,0.00035511804],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000041716703,0.000083088904,0.0017515733,0.00003538415,0.000032302734,0.000033893935,0.000025496265,0.9329528,0.0029301124,0.0004118632,0.00023979967,0.061461966],"study_design_scores_gemma":[0.0000011328232,0.000016165694,0.00016376829,0.0000016296389,0.000001848642,0.0000033490262,0.0000019791653,0.99915373,0.00047202368,0.00013246888,0.000049640024,0.0000022906015],"about_ca_topic_score_codex":0.006962371,"about_ca_topic_score_gemma":0.0068706847,"teacher_disagreement_score":0.006962371,"about_ca_system_score_codex":0.00053588726,"about_ca_system_score_gemma":0.0007108675,"threshold_uncertainty_score":0.013843656},"labels":[],"label_agreement":null},{"id":"W4410465682","doi":"10.1016/j.engstruct.2025.120480","title":"A direct derivation method for acceleration and displacement floor response spectra","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Korea Institute of Energy Technology Evaluation and Planning; Ministry of Trade, Industry and Energy","keywords":"Acceleration; Displacement (psychology); Spectral line; Structural engineering; Response spectrum; Physics; Mathematics; Geology; Engineering; Classical mechanics; Quantum mechanics","score_opus":0.009649000678844765,"score_gpt":0.3075820201906656,"score_spread":0.29793301951182083,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410465682","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0019385358,0.00010644457,0.99560577,0.000020368921,0.000031063664,0.00003456738,0.00003915477,0.0002203104,0.0020037275],"genre_scores_gemma":[0.0985398,0.00061597436,0.88947797,0.000068783615,0.000068376285,0.00016700373,0.00023080716,0.00031083656,0.010520466],"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.99945384,0.00007135324,0.00003199638,0.00008141185,0.00034254685,0.000018855033],"domain_scores_gemma":[0.9994104,0.00019412856,0.00004224914,0.00007285572,0.00026793472,0.0000123723385],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048522727,0.000844778,0.00038852548,0.0009100409,0.00030683167,0.0006296106,0.0008471281,0.0006869579,0.0063553746],"category_scores_gemma":[0.0019634631,0.00036197514,0.0007557984,0.0005396846,0.00032795363,0.0011310353,0.0007252894,0.001078017,0.003341368],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000062411964,0.0001278698,0.0014324817,0.0007501148,0.000051330993,0.0006039702,0.0005592751,0.09534505,0.1825743,0.06956161,0.0052384166,0.64369327],"study_design_scores_gemma":[0.000020856278,0.00007708802,0.0010081793,0.00007463729,0.000027686867,0.000826102,0.00009364998,0.9311788,0.032370377,0.010658625,0.02361755,0.00004646487],"about_ca_topic_score_codex":0.0016312972,"about_ca_topic_score_gemma":0.0022608775,"teacher_disagreement_score":0.0063553746,"about_ca_system_score_codex":0.00029917675,"about_ca_system_score_gemma":0.000784015,"threshold_uncertainty_score":0.021260858},"labels":[],"label_agreement":null},{"id":"W4410782774","doi":"10.1016/j.engstruct.2025.120639","title":"Behavior of fiber-reinforced concrete (FRC) columns reinforced with longitudinal hybrid (Steel/GFRP) reinforcement and GFRP crossties and spirals under reversed lateral cyclic loading","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Fonds de recherche du Québec – Nature et technologies; Université de Sherbrooke; Natural Sciences and Engineering Research Council of Canada; Pultrall; Mitacs; Canada Foundation for Innovation","keywords":"Fibre-reinforced plastic; Reinforcement; Structural engineering; Reinforced concrete; Materials science; Fiber-reinforced concrete; Composite material; Engineering","score_opus":0.007982191807554797,"score_gpt":0.22198044741096964,"score_spread":0.21399825560341484,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410782774","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99907035,0.00002535107,0.00013094599,0.000011550582,0.0000028899929,0.0000033660847,0.000091208036,0.000021018881,0.0006433639],"genre_scores_gemma":[0.9990953,0.000021296766,0.0000993984,0.0000060941475,9.855519e-7,0.0000032395171,0.000100758814,0.00000583033,0.0006670882],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998964,0.000009974689,0.0000037521627,0.000019931056,0.00003728736,0.00003272709],"domain_scores_gemma":[0.9996214,0.00008357589,0.00006479522,0.00002454452,0.000109083696,0.00009665073],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011144684,0.00016900015,0.0001212422,0.00048898987,0.00027856242,0.00019359287,0.00022627792,0.00031262686,0.0019069187],"category_scores_gemma":[0.00041744168,0.00016071124,0.00013916128,0.00023212533,0.0004920998,0.00016283823,0.00014696535,0.00022409008,0.00024984445],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007570918,0.00015242632,0.009171241,0.000063219355,0.00001810583,0.0003958331,0.00037764246,0.020535097,0.9619526,0.00038963088,0.0004702778,0.005716846],"study_design_scores_gemma":[0.000051946867,0.0018806725,0.21097247,0.00003429528,0.000048860664,0.0003915623,0.00078357983,0.16906443,0.61480886,0.0002712539,0.0016185939,0.00007337877],"about_ca_topic_score_codex":0.0079803085,"about_ca_topic_score_gemma":0.007637684,"teacher_disagreement_score":0.0079803085,"about_ca_system_score_codex":0.00032007028,"about_ca_system_score_gemma":0.00031956565,"threshold_uncertainty_score":0.01586771},"labels":[],"label_agreement":null},{"id":"W4410827795","doi":"10.1016/j.engstruct.2025.120556","title":"Low cycle fatigue quasi-static tests and fatigue-life prediction model of transverse steel dampers","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada; National Natural Science Foundation of China","keywords":"Structural engineering; Damper; Transverse plane; Low-cycle fatigue; Fatigue testing; Materials science; Engineering","score_opus":0.016386383219056767,"score_gpt":0.2713107296551281,"score_spread":0.2549243464360713,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410827795","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.855377,0.0001482097,0.14134333,0.000057787245,0.000010628289,0.000027958691,0.00018459761,0.00017138425,0.0026790898],"genre_scores_gemma":[0.99559504,0.00004082598,0.0033104895,0.0000031699042,0.0000024135193,0.000015011006,0.00005883058,0.0000064333267,0.0009679051],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999459,0.000011339878,0.0000022234092,0.0000150077485,0.000017031552,0.000008506755],"domain_scores_gemma":[0.99985933,0.00006128593,0.000022574017,0.000011355205,0.000037542875,0.000007960453],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016552252,0.00030312364,0.00023215033,0.00022173139,0.00019448684,0.00019531942,0.00039522728,0.00053715607,0.0009971467],"category_scores_gemma":[0.00038505613,0.0001681521,0.00027832694,0.00013690273,0.00015951779,0.00025648234,0.00008177415,0.00019870681,0.00019990327],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001252673,0.00009793085,0.004701968,0.000060212904,0.000013273675,0.00009625014,0.0000669362,0.924728,0.051439427,0.0008290961,0.0002817377,0.017559879],"study_design_scores_gemma":[0.0000016387914,0.00003469125,0.0016235594,9.143082e-7,0.0000026231405,0.000005472024,0.000003692454,0.99671614,0.0015203888,0.000054210144,0.000034269564,0.0000024053898],"about_ca_topic_score_codex":0.008672295,"about_ca_topic_score_gemma":0.0069512106,"teacher_disagreement_score":0.008672295,"about_ca_system_score_codex":0.00023809385,"about_ca_system_score_gemma":0.00034868583,"threshold_uncertainty_score":0.017243624},"labels":[],"label_agreement":null},{"id":"W4410911402","doi":"10.1016/j.engstruct.2025.120643","title":"Quantifying the effect of end support restraints on vibration serviceability of mass timber floor systems: Analysis and design","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada; Royal Society; University of Alberta","keywords":"Serviceability (structure); Structural engineering; Vibration; Engineering; Computer science; Acoustics; Physics","score_opus":0.008015082152017067,"score_gpt":0.23642344382591304,"score_spread":0.22840836167389597,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410911402","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.60208637,0.00021508551,0.39455822,0.00003351875,0.000007709055,0.00006652606,0.00006146819,0.00022053749,0.002750617],"genre_scores_gemma":[0.9749825,0.00007143566,0.024533052,0.0000035953606,0.0000018569154,0.000023197425,0.000025590254,0.000017986096,0.00034083507],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99907506,0.00020227591,0.00003994236,0.00009178191,0.00053305615,0.000057894795],"domain_scores_gemma":[0.9981565,0.0011365636,0.00029844092,0.00016688003,0.00020605772,0.000035536636],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001145414,0.00071056304,0.00032180295,0.00068178936,0.00022479866,0.0006308516,0.00059450907,0.00039946818,0.001170486],"category_scores_gemma":[0.003040589,0.00024206845,0.00030554636,0.00024843868,0.00057142,0.0006490605,0.0004687072,0.00029675898,0.00021486662],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00031474777,0.00017967923,0.019897506,0.00054446876,0.00004803055,0.0002135075,0.0006389469,0.43713143,0.3005971,0.0036118734,0.00017652752,0.23664619],"study_design_scores_gemma":[0.000016675556,0.0013174918,0.036554147,0.000061774896,0.00007029703,0.00028857205,0.00041983358,0.80228317,0.1556456,0.001873556,0.0014093437,0.000059476763],"about_ca_topic_score_codex":0.0015653804,"about_ca_topic_score_gemma":0.0035007747,"teacher_disagreement_score":0.0015653804,"about_ca_system_score_codex":0.00047221527,"about_ca_system_score_gemma":0.0006126454,"threshold_uncertainty_score":0.0060575604},"labels":[],"label_agreement":null},{"id":"W4410988044","doi":"10.1016/j.engstruct.2025.120667","title":"Low-cost and ductile prestressed UHPC beams with hybrid reinforcement: Experiments and design methods","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Natural Sciences and Engineering Research Council of Canada; Mitacs","keywords":"Reinforcement; Structural engineering; Prestressed concrete; Engineering","score_opus":0.010567942909965532,"score_gpt":0.2622667383440713,"score_spread":0.2516987954341058,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410988044","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.80177206,0.00065602397,0.1868541,0.00009810931,0.00009599596,0.00089898217,0.0005074669,0.00054086355,0.008576487],"genre_scores_gemma":[0.87696034,0.0003357778,0.11823052,0.000022258619,0.000009095835,0.0006541136,0.00012684811,0.00004735684,0.0036137248],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994217,0.00006155578,0.000025866852,0.000093414325,0.00034172944,0.00005582414],"domain_scores_gemma":[0.9992434,0.00009807219,0.00023677509,0.00010362282,0.00024539488,0.0000727365],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010942802,0.0007829812,0.00029201192,0.0006842128,0.00023227918,0.00024514756,0.0007535334,0.0005608522,0.0019737245],"category_scores_gemma":[0.00045892957,0.0003500977,0.00033007027,0.00032184777,0.0003583668,0.0002873939,0.00032112811,0.00041248775,0.00039631897],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002489634,0.0009771434,0.003167319,0.0006049357,0.000035250156,0.00025457755,0.00025724093,0.056606177,0.8987891,0.0026062601,0.00066294824,0.03579006],"study_design_scores_gemma":[0.00013854975,0.008279601,0.007727817,0.00005339216,0.000086832304,0.00023934776,0.00017402378,0.14026931,0.83258677,0.0004559056,0.009878106,0.00011042336],"about_ca_topic_score_codex":0.0006680411,"about_ca_topic_score_gemma":0.0010675016,"teacher_disagreement_score":0.0019737245,"about_ca_system_score_codex":0.00038274136,"about_ca_system_score_gemma":0.0004552402,"threshold_uncertainty_score":0.006602764},"labels":[],"label_agreement":null},{"id":"W4411049700","doi":"10.1016/j.engstruct.2025.120721","title":"Machine learning in earthquake engineering: A review on recent progress and future trends in seismic performance evaluation and design","year":2025,"lang":"en","type":"review","venue":"Engineering Structures","topic":"Seismology and Earthquake Studies","field":"Computer Science","cited_by":48,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"H2020 Marie Skłodowska-Curie Actions; National Science Fund for Distinguished Young Scholars; Instituto de Investigación de Recursos Biológicos Alexander von Humboldt; Alexander von Humboldt-Stiftung","keywords":"Earthquake engineering; Engineering; Seismic analysis; Construction engineering; Forensic engineering; Civil engineering; Computer science; Structural engineering","score_opus":0.022966578004030784,"score_gpt":0.28686974924879105,"score_spread":0.26390317124476026,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411049700","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.00021000643,0.9973476,0.0010132253,0.00032570324,0.00015778033,0.000006450936,0.000024227083,0.000011995312,0.00090307964],"genre_scores_gemma":[0.0013590236,0.9970078,0.00087500404,0.00013835743,0.00023870733,0.000008686021,0.0000376231,0.0000040011882,0.00033084388],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9995654,0.000099134966,0.000071855364,0.0000799216,0.00015997277,0.00002368174],"domain_scores_gemma":[0.99788314,0.0015257347,0.00014173865,0.000042237712,0.00035853262,0.000048506754],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013577336,0.000971977,0.0014954631,0.0028907547,0.00026623535,0.0012842085,0.00090867665,0.0012665814,0.002958398],"category_scores_gemma":[0.0024803742,0.00039205243,0.00072365004,0.004847008,0.00050775346,0.0018316304,0.0006615165,0.0012794159,0.0014347066],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004238405,0.00007031582,0.00036901791,0.026127303,0.000115285104,0.000089196794,0.00009123744,0.0016815737,0.00092054316,0.006543064,0.016892198,0.9470579],"study_design_scores_gemma":[0.000016327242,0.00025066664,0.0016439144,0.011490768,0.00028997255,0.0006103867,0.00015258316,0.0014048598,0.0009435372,0.008252462,0.9748779,0.00006650911],"about_ca_topic_score_codex":0.0012485518,"about_ca_topic_score_gemma":0.0017580865,"teacher_disagreement_score":0.002958398,"about_ca_system_score_codex":0.00051176426,"about_ca_system_score_gemma":0.0013091798,"threshold_uncertainty_score":0.009896815},"labels":[],"label_agreement":null},{"id":"W4411064590","doi":"10.1016/j.engstruct.2025.120642","title":"Vibration attenuation in cross-laminated timber–steel composite floors using loose sand as a passive damping mechanism","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Composite number; Vibration; Cross laminated timber; Mechanism (biology); Structural engineering; Attenuation; Materials science; Geotechnical engineering; Composite material; Engineering; Geology; Acoustics; Physics","score_opus":0.005298402643213084,"score_gpt":0.24490476269118616,"score_spread":0.2396063600479731,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411064590","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9976114,0.000058700145,0.002085245,0.000002609003,0.0000042225906,0.000001824434,0.00000962438,0.00002337401,0.0002029746],"genre_scores_gemma":[0.9987526,0.000033813772,0.00094130123,0.0000027636381,7.966158e-7,0.0000017931175,0.000015294718,0.0000034206666,0.000248118],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99989057,0.000011092794,0.0000047161416,0.000017267817,0.00005344907,0.00002286964],"domain_scores_gemma":[0.99983716,0.000036782294,0.0000440022,0.000010559008,0.00004765506,0.000023756364],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014704258,0.00024550591,0.00015142986,0.000277244,0.00010644328,0.00015767077,0.00014331493,0.00011801144,0.00065378594],"category_scores_gemma":[0.00024764147,0.00013073215,0.0001320168,0.00014017583,0.00019844211,0.00010813697,0.00020097618,0.00015188103,0.0001405546],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008540309,0.000012736685,0.0013954636,0.00002951221,0.000004617358,0.000058107533,0.000039206017,0.0012205426,0.99388534,0.000024482144,0.000017106619,0.0032274977],"study_design_scores_gemma":[0.000009628104,0.0009730243,0.037802376,0.00001289981,0.000029819892,0.0001576421,0.00020230107,0.016843036,0.94316274,0.000041428626,0.00075166475,0.000013461815],"about_ca_topic_score_codex":0.0007428515,"about_ca_topic_score_gemma":0.0032231167,"teacher_disagreement_score":0.0007428515,"about_ca_system_score_codex":0.00012405278,"about_ca_system_score_gemma":0.00008613517,"threshold_uncertainty_score":0.0021870732},"labels":[],"label_agreement":null},{"id":"W4411091525","doi":"10.1016/j.engstruct.2025.120655","title":"Evaluating the influence of detailing on the seismic performance of diagonally reinforced coupling beams","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of British Columbia, Okanagan Campus; Kelowna General Hospital; Read Jones Christoffersen (Canada)","funders":"Mitacs","keywords":"Structural engineering; Diagonal; Coupling (piping); Reinforced concrete; Diagonally dominant matrix; Engineering; Geology; Physics; Geometry; Mathematics; Mechanical engineering","score_opus":0.008605114923727727,"score_gpt":0.24318853911468194,"score_spread":0.2345834241909542,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411091525","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983298,0.000031636795,0.0012566397,0.0000030171618,9.570874e-7,0.0000061480932,0.000032304182,0.000011067972,0.00032829007],"genre_scores_gemma":[0.9978606,0.000034090943,0.001811787,0.0000028965253,5.8951855e-7,0.000004608742,0.00007850662,0.0000042582296,0.00020269392],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994574,0.00010635575,0.0000385525,0.00005766305,0.0002827476,0.000057176017],"domain_scores_gemma":[0.9972519,0.0011921366,0.0004747859,0.000282888,0.0006949903,0.00010321383],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012228296,0.00034870947,0.00018197787,0.00046232957,0.0002346429,0.000194763,0.00030094097,0.00021234223,0.0005299796],"category_scores_gemma":[0.0033873373,0.00016843065,0.00013595283,0.00029272184,0.0003788825,0.00030049772,0.00033540736,0.00011831329,0.00010198067],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010631141,0.0002330155,0.18579596,0.00020233735,0.000042509033,0.00017467073,0.00043479417,0.08384555,0.64158094,0.00027894924,0.00013606885,0.08621207],"study_design_scores_gemma":[0.000021062202,0.0042706216,0.52180594,0.00003387757,0.00010310663,0.00026539015,0.00047071822,0.06877178,0.4026333,0.000101838545,0.0014613132,0.00006106582],"about_ca_topic_score_codex":0.01116202,"about_ca_topic_score_gemma":0.043242063,"teacher_disagreement_score":0.01116202,"about_ca_system_score_codex":0.00041061678,"about_ca_system_score_gemma":0.0004495294,"threshold_uncertainty_score":0.022194088},"labels":[],"label_agreement":null},{"id":"W4411135698","doi":"10.1016/j.engstruct.2025.120637","title":"Full-scale monitoring of a tall, slender building with viscoelastic coupling dampers","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Viscoelasticity; Damper; Coupling (piping); Scale (ratio); Engineering; Full scale; Materials science; Physics; Composite material; Mechanical engineering","score_opus":0.005536760183661442,"score_gpt":0.24973911001761612,"score_spread":0.24420234983395467,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411135698","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981516,0.0000071475656,0.0014509014,0.000008611872,0.000001589197,0.000017635128,0.00008053698,0.00004983221,0.00023226625],"genre_scores_gemma":[0.99746275,0.0000136297895,0.0020718228,0.0000055804726,0.0000012145874,0.000010062396,0.0000878287,0.000005045504,0.0003419528],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9998247,0.000015304156,0.0000047866424,0.000035027657,0.00009459839,0.000025544065],"domain_scores_gemma":[0.9997464,0.00004767037,0.000038014652,0.000026427879,0.000094826915,0.000046625188],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024376078,0.00039236873,0.00027762965,0.0003507247,0.00035544808,0.00022083617,0.00040238895,0.0002672078,0.0005671586],"category_scores_gemma":[0.00040035453,0.0001651966,0.00014367574,0.00031111017,0.00031142592,0.0001662403,0.00026412902,0.00023146563,0.00012683448],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004912366,0.0005375908,0.1361225,0.0001368493,0.000052731633,0.0008847218,0.001837825,0.021133345,0.7990484,0.000116162424,0.000533187,0.039105337],"study_design_scores_gemma":[0.000047701153,0.0014237356,0.80136985,0.00001856671,0.00007551944,0.00025967203,0.0013114843,0.09888692,0.09494946,0.00006068968,0.0015485501,0.000047950096],"about_ca_topic_score_codex":0.028437061,"about_ca_topic_score_gemma":0.10587572,"teacher_disagreement_score":0.028437061,"about_ca_system_score_codex":0.0005417921,"about_ca_system_score_gemma":0.00040702528,"threshold_uncertainty_score":0.056543052},"labels":[],"label_agreement":null},{"id":"W4411406017","doi":"10.1016/j.engstruct.2025.120778","title":"Analysis of the shear behavior of GFRP reinforced concrete beams through crack kinematics and shear transfer mechanisms","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Pontifícia Universidade Católica do Rio de Janeiro; Fundação Carlos Chagas Filho de Amparo à Pesquisa do Estado do Rio de Janeiro; Conselho Nacional de Desenvolvimento Científico e Tecnológico; Coordenação de Aperfeiçoamento de Pessoal de Nível Superior","keywords":"Shear (geology); Structural engineering; Fibre-reinforced plastic; Materials science; Kinematics; Reinforced concrete; Composite material; Engineering; Physics; Classical mechanics","score_opus":0.0062847769027461154,"score_gpt":0.22024252174963058,"score_spread":0.21395774484688446,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411406017","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98773754,0.000061444516,0.010398595,0.000012857834,0.0000016042729,0.000007964721,0.000030395493,0.000039346396,0.0017102147],"genre_scores_gemma":[0.99829656,0.000037235368,0.00096607313,0.0000010895064,6.5677614e-7,0.0000033098322,0.000016319913,0.0000043468726,0.0006743917],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.99995625,0.0000050896424,9.593756e-7,0.000005600508,0.000023999792,0.000008200877],"domain_scores_gemma":[0.9998493,0.00006597956,0.000031695283,0.000011203585,0.000034345012,0.0000074025324],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013093912,0.00025756695,0.00013840644,0.00032859272,0.00015741555,0.00016240313,0.0002308254,0.00022297437,0.0011888382],"category_scores_gemma":[0.00036179088,0.00020686323,0.00017731602,0.00019117993,0.00023787192,0.00021012579,0.00012884827,0.00017172458,0.0001592778],"study_design_candidate":"observational","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020007185,0.00010239029,0.018275386,0.00007767655,0.000035368837,0.00029603747,0.00021233755,0.49249655,0.45089206,0.006287878,0.0001836896,0.030940568],"study_design_scores_gemma":[0.0000056369045,0.00010941778,0.026130183,0.0000071215904,0.0000134917655,0.000057309466,0.000047651072,0.9267077,0.046237208,0.00043355752,0.00024190488,0.000008794913],"about_ca_topic_score_codex":0.0032192296,"about_ca_topic_score_gemma":0.004526201,"teacher_disagreement_score":0.0032192296,"about_ca_system_score_codex":0.00030089734,"about_ca_system_score_gemma":0.00029101747,"threshold_uncertainty_score":0.006400943},"labels":[],"label_agreement":null},{"id":"W4411574765","doi":"10.1016/j.engstruct.2025.120852","title":"The effect of secondary structural elements on the lateral response of multi-story segmented CLT shear walls","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"FPInnovations; Okanagan University College; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Mitacs","keywords":"Shear wall; Shear (geology); Structural engineering; Geology; Materials science; Composite material; Engineering","score_opus":0.003398232148788408,"score_gpt":0.2201626191224935,"score_spread":0.2167643869737051,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411574765","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.994383,0.00006321984,0.004108549,0.000014247673,0.000010033326,0.000006751782,0.000033612643,0.00005164288,0.0013289045],"genre_scores_gemma":[0.998949,0.000028251283,0.000581283,0.0000064121978,0.0000010567285,0.0000040185714,0.000022369672,0.0000060276784,0.00040171825],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99984694,0.000025956404,0.000008558305,0.000020465137,0.000055338394,0.00004275323],"domain_scores_gemma":[0.99967146,0.00013772682,0.00005778997,0.00003575987,0.00005891803,0.000038388785],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025365214,0.0004878076,0.00024303512,0.00042791181,0.00021093314,0.00042449066,0.0003261095,0.00045789388,0.001976233],"category_scores_gemma":[0.0005727698,0.00022117354,0.00041147938,0.00015401846,0.0003363496,0.0003564641,0.0005434054,0.0002708975,0.0003038099],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00067121815,0.0001242311,0.010938286,0.00025748473,0.00005011789,0.0011828291,0.00041295422,0.27757958,0.68622905,0.00041819137,0.00025930753,0.021876737],"study_design_scores_gemma":[0.000029413766,0.0017272311,0.038719956,0.00007222194,0.00007706954,0.00039029744,0.0011666595,0.7074594,0.24860029,0.0003459496,0.0013604024,0.0000510636],"about_ca_topic_score_codex":0.0006854241,"about_ca_topic_score_gemma":0.0018850196,"teacher_disagreement_score":0.001976233,"about_ca_system_score_codex":0.00014505479,"about_ca_system_score_gemma":0.00013620456,"threshold_uncertainty_score":0.006611109},"labels":[],"label_agreement":null},{"id":"W4411737942","doi":"10.1016/j.engstruct.2025.120841","title":"Fragility analysis for shallow buried underground structures considering spatial variability of soil properties","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Geotechnical Engineering and Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"National Key Research and Development Program of China; Beijing University of Technology","keywords":"Fragility; Geotechnical engineering; Geology; Shallow foundation; Spatial variability; Seismology; Forensic engineering; Environmental science; Engineering; Mathematics; Statistics; Bearing capacity; Physics","score_opus":0.007789461993695046,"score_gpt":0.20343540299416177,"score_spread":0.19564594100046673,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411737942","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.72363484,0.00064814964,0.269554,0.00033576434,0.000027559325,0.000026363134,0.00021507185,0.00014410476,0.005414158],"genre_scores_gemma":[0.9971476,0.000119855846,0.0016864586,0.000010668646,0.000010627072,0.000009785376,0.000048078848,0.000013350861,0.00095362356],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99981457,0.000039868148,0.0000051689963,0.000029263307,0.00004876741,0.00006248032],"domain_scores_gemma":[0.99899083,0.0006345013,0.00016684487,0.000042073094,0.00012725651,0.000038378745],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00054998876,0.0006932988,0.0006937119,0.001292226,0.00037845818,0.0006234727,0.00081601576,0.0011535155,0.0012658222],"category_scores_gemma":[0.0015359926,0.0004048983,0.0009952338,0.00073006697,0.0008376178,0.0007826072,0.00070243276,0.00065917126,0.00012316041],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000032476873,0.000017903049,0.0023398786,0.00002461775,0.000032902877,0.00025294715,0.00003074529,0.9881109,0.003020323,0.0027401384,0.00013439855,0.0032627315],"study_design_scores_gemma":[6.696208e-7,0.000007997435,0.00087072694,0.0000022169395,0.0000057493658,0.000021104303,0.000013617751,0.99828255,0.00015892283,0.000613254,0.000019877567,0.0000032513576],"about_ca_topic_score_codex":0.00862877,"about_ca_topic_score_gemma":0.0049567786,"teacher_disagreement_score":0.00862877,"about_ca_system_score_codex":0.00070904644,"about_ca_system_score_gemma":0.00060211617,"threshold_uncertainty_score":0.017157078},"labels":[],"label_agreement":null},{"id":"W4412013867","doi":"10.1016/j.engstruct.2025.120890","title":"Experimental investigation of exposed column base plate connections subjected to combined axial load and biaxial bending","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Northern British Columbia; University of Calgary; Lakehead University","funders":"Canadian Institute of Steel Construction; Lakehead University; University of Northern British Columbia","keywords":"Structural engineering; Bending; Base (topology); Column (typography); Bending of plates; Materials science; Composite material; Engineering; Connection (principal bundle); Mathematics","score_opus":0.006882690149412179,"score_gpt":0.20851193680817653,"score_spread":0.20162924665876436,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412013867","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99841535,0.00008522169,0.00076454005,0.000009426972,0.000017676615,0.000022283772,0.000097585624,0.000024563398,0.0005632507],"genre_scores_gemma":[0.997004,0.00013373906,0.001256596,0.000017358272,0.000008119134,0.000035865924,0.00011697859,0.000011616553,0.0014158111],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99950993,0.000036573154,0.00003034248,0.000109733,0.00022372513,0.000089650006],"domain_scores_gemma":[0.9992488,0.0001188788,0.00016346897,0.00012092938,0.00024131217,0.000106641266],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004235162,0.0008667137,0.00032079977,0.0004952984,0.0005183682,0.00020550341,0.00056542223,0.00087955175,0.0029057637],"category_scores_gemma":[0.00050849834,0.0003934085,0.0002751912,0.00035796658,0.000867492,0.00040419164,0.00049371016,0.00061620615,0.00041151198],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028779535,0.0001549698,0.0021422443,0.00010336139,0.000012415952,0.00041425705,0.00028570258,0.0017127849,0.99218154,0.000075441734,0.000091384325,0.0025382286],"study_design_scores_gemma":[0.000046117962,0.008330104,0.062140718,0.00005586908,0.00010079114,0.00046920555,0.0013032488,0.008857052,0.91635054,0.00012984007,0.0021608758,0.000055572888],"about_ca_topic_score_codex":0.0007349604,"about_ca_topic_score_gemma":0.0029014964,"teacher_disagreement_score":0.0029057637,"about_ca_system_score_codex":0.00015217386,"about_ca_system_score_gemma":0.0001975243,"threshold_uncertainty_score":0.009720743},"labels":[],"label_agreement":null},{"id":"W4412025146","doi":"10.1016/j.engstruct.2025.120829","title":"Effect of piecewise nanocomposite characteristics on nonlinear thermal buckling of GPL-reinforced joined conical shells","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"King Khalid University; China Railway; Canada Research Coordinating Committee","keywords":"Buckling; Conical surface; Materials science; Nanocomposite; Composite material; Nonlinear system; Piecewise; Thermal; Structural engineering; Mathematics; Engineering; Mathematical analysis; Physics","score_opus":0.001288286409878021,"score_gpt":0.1972019924703669,"score_spread":0.19591370606048888,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412025146","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9978758,0.000058235164,0.0010409324,0.000010187624,0.0000035490186,0.0000018725785,0.00001771155,0.000022611524,0.0009690789],"genre_scores_gemma":[0.9994753,0.000020908641,0.00027580053,0.000002400911,5.219864e-7,0.000001772652,0.000009614658,0.000009405505,0.00020450732],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999925,0.0000093538265,0.0000034589527,0.000018411885,0.000021602462,0.000022137328],"domain_scores_gemma":[0.99963117,0.00013012491,0.00009751121,0.000024607902,0.00006093518,0.00005567298],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013658185,0.00021861547,0.00014248985,0.00022895986,0.00018797656,0.00038971455,0.00020519835,0.0002277265,0.0013676742],"category_scores_gemma":[0.000636324,0.00017816151,0.0001269619,0.00022678805,0.0002277962,0.00034772765,0.00026712246,0.00024420116,0.00016499967],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00050001784,0.00007396014,0.0009561684,0.0000844516,0.000012381074,0.000104680774,0.00008306716,0.021045793,0.972672,0.00035941784,0.00006317669,0.0040448564],"study_design_scores_gemma":[0.000016137832,0.0004990941,0.0044604843,0.000016171589,0.00003432994,0.00004929881,0.00009308255,0.09367496,0.9006415,0.00007115947,0.0004250676,0.00001875404],"about_ca_topic_score_codex":0.0006339463,"about_ca_topic_score_gemma":0.001700823,"teacher_disagreement_score":0.0013676742,"about_ca_system_score_codex":0.000255741,"about_ca_system_score_gemma":0.00015228534,"threshold_uncertainty_score":0.0045753717},"labels":[],"label_agreement":null},{"id":"W4412456084","doi":"10.1016/j.engstruct.2025.120921","title":"Seismic behavior of innovative precast hybrid steel-concrete beam-column connections","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Canadian Precast Prestressed Concrete Institute","funders":"National Science and Technology Council","keywords":"Precast concrete; Structural engineering; Column (typography); Beam (structure); Engineering; Materials science; Connection (principal bundle)","score_opus":0.004841560016411996,"score_gpt":0.21164694833591544,"score_spread":0.20680538831950343,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412456084","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99701154,0.000015648635,0.0010883741,0.000006820233,0.0000023176453,0.0000019408599,0.000032429583,0.000038125192,0.0018027392],"genre_scores_gemma":[0.9992059,0.00000784348,0.00021719305,0.0000016050452,5.2083794e-7,0.0000012166183,0.000022347873,0.0000038371873,0.0005396027],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999137,0.000013985522,0.0000028028157,0.000016781922,0.00003063751,0.00002205372],"domain_scores_gemma":[0.99969447,0.000089192356,0.00005198532,0.000022908065,0.00008560417,0.00005591873],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012794766,0.00030374475,0.00015165398,0.0004052777,0.00022051258,0.00028315623,0.0003676621,0.0004395648,0.003602776],"category_scores_gemma":[0.00043020776,0.00015055506,0.00012457398,0.00034581468,0.00039668824,0.0002059163,0.00024687906,0.00020097196,0.00033552074],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012409267,0.00022616825,0.020811217,0.00010045731,0.00006727009,0.00082655216,0.00049069984,0.59507084,0.35138363,0.0035271202,0.00084465015,0.02541048],"study_design_scores_gemma":[0.000031410887,0.0009411501,0.04681759,0.00002126912,0.00004769687,0.00017249121,0.00042938202,0.8939363,0.056221265,0.0004108817,0.0009420158,0.000028537766],"about_ca_topic_score_codex":0.0028766706,"about_ca_topic_score_gemma":0.0057996665,"teacher_disagreement_score":0.003602776,"about_ca_system_score_codex":0.00027098792,"about_ca_system_score_gemma":0.00021744386,"threshold_uncertainty_score":0.012052476},"labels":[],"label_agreement":null},{"id":"W4412456101","doi":"10.1016/j.engstruct.2025.120866","title":"Research developments of a novel self-prestressing system for flexural strengthening reinforced concrete structures","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural mechanics and materials","field":"Materials Science","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Calgary","funders":"Alberta Innovates; Natural Sciences and Engineering Research Council of Canada; Mitacs; University of Calgary","keywords":"Flexural strength; Reinforced concrete; Structural engineering; Engineering; Self-consolidating concrete; Materials science; Composite material; Compressive strength","score_opus":0.025220687877754087,"score_gpt":0.30560024264688623,"score_spread":0.2803795547691321,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412456101","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6499999,0.04140092,0.26137355,0.0012254319,0.00064479356,0.0006228722,0.0004012306,0.0010298811,0.043301456],"genre_scores_gemma":[0.80929625,0.016155219,0.15428661,0.00019412374,0.00009149979,0.00013638735,0.0003652894,0.000089587746,0.019385185],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99957293,0.00004483114,0.000025975489,0.00007528215,0.0002472334,0.000033692897],"domain_scores_gemma":[0.9997062,0.000029525252,0.00004160199,0.000041678555,0.00015184138,0.000029157709],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00081622845,0.00039038385,0.0003312139,0.0010445571,0.00034105338,0.00048201004,0.0006650999,0.0004926628,0.0018688161],"category_scores_gemma":[0.0004895719,0.00023947716,0.0004692902,0.0006531395,0.0003234004,0.0011335992,0.00032486362,0.0004962185,0.00063276227],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012869248,0.00021988475,0.0015707737,0.0010861537,0.000042961135,0.00025775452,0.00034395323,0.003488202,0.77561754,0.0042560436,0.0010286914,0.21195927],"study_design_scores_gemma":[0.00004006698,0.0028494194,0.014740459,0.00027023774,0.00019401927,0.0012873402,0.0004692476,0.022627959,0.7851584,0.00085079623,0.17142276,0.00008933687],"about_ca_topic_score_codex":0.0021987087,"about_ca_topic_score_gemma":0.0050873472,"teacher_disagreement_score":0.0021987087,"about_ca_system_score_codex":0.0005893102,"about_ca_system_score_gemma":0.0006767787,"threshold_uncertainty_score":0.006251812},"labels":[],"label_agreement":null},{"id":"W4412651611","doi":"10.1016/j.engstruct.2025.121040","title":"Decentralized operational modal identification using drone-mounted vision system via homography transformation","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Robotics and Sensor-Based Localization","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada; Ministry of Colleges and Universities; Western University; Canada Foundation for Innovation","keywords":"Drone; Modal; Homography; Transformation (genetics); Identification (biology); Computer vision; Computer science; Artificial intelligence; Engineering; Mathematics","score_opus":0.003063821248978608,"score_gpt":0.22176866322111832,"score_spread":0.2187048419721397,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412651611","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.027884874,0.00014670515,0.9693338,0.0000424619,0.000030419576,0.000042596108,0.000036178888,0.0006978513,0.0017850901],"genre_scores_gemma":[0.8124414,0.00019219785,0.18299104,0.00007154175,0.000049821032,0.00012970547,0.00018624352,0.000039565854,0.0038985265],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99962115,0.00004242854,0.000011725832,0.00014305451,0.0001470608,0.000034628865],"domain_scores_gemma":[0.99978906,0.00003423435,0.000052034437,0.00005139556,0.000056217053,0.000016997372],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016766778,0.0005139516,0.00058990164,0.0004395793,0.00031367835,0.00055733236,0.00061718654,0.000451096,0.00122125],"category_scores_gemma":[0.0005475975,0.00028676083,0.00035942486,0.00027178045,0.00039096375,0.000715013,0.0008138058,0.0005960012,0.0005448667],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025718354,0.00017305704,0.0017699347,0.00019753654,0.0000886692,0.0002935238,0.00047841447,0.14045118,0.23785813,0.0071147475,0.0022249771,0.60909265],"study_design_scores_gemma":[0.000041854135,0.0002924093,0.0025362864,0.0000176814,0.000023197676,0.0003161436,0.00008509749,0.965111,0.025609622,0.0025667925,0.0033616342,0.000038260074],"about_ca_topic_score_codex":0.0021113318,"about_ca_topic_score_gemma":0.0025113618,"teacher_disagreement_score":0.0021113318,"about_ca_system_score_codex":0.00022050983,"about_ca_system_score_gemma":0.0005462135,"threshold_uncertainty_score":0.0041980743},"labels":[],"label_agreement":null},{"id":"W4412717884","doi":"10.1016/j.engstruct.2025.120981","title":"Evaluating the wind loads on high-rise buildings of various plan dimensions through numerical simulations","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"University of Toronto; Canada Foundation for Innovation; Ontario Research Foundation","keywords":"Plan (archaeology); Wind engineering; Architectural engineering; Structural engineering; Engineering; Environmental science; Civil engineering; Marine engineering; Geology","score_opus":0.012580407154568088,"score_gpt":0.27315504690101083,"score_spread":0.26057463974644274,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412717884","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99023134,0.000052325726,0.007543249,0.00003270946,0.000011807893,0.00003298195,0.00017005015,0.00011019132,0.0018154515],"genre_scores_gemma":[0.9937921,0.0000479916,0.0056296405,0.00000577917,0.0000023641066,0.000024443616,0.00015982805,0.000013745615,0.00032417744],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99983275,0.000038510858,0.000012514622,0.000021104423,0.000055690045,0.000039442883],"domain_scores_gemma":[0.9995017,0.00026424977,0.00005514331,0.00004252336,0.00009408002,0.000042180287],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042431187,0.00053503976,0.00045405247,0.00070677866,0.00051340443,0.0007262754,0.00046023264,0.000809884,0.001003894],"category_scores_gemma":[0.000909341,0.00023383956,0.00060277194,0.0006449847,0.0004797493,0.00046285876,0.00036211286,0.00037985665,0.00016146018],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000050697916,0.000072421186,0.0074863737,0.000037567028,0.000012896609,0.00011913608,0.00006184124,0.98417616,0.004053513,0.00029180537,0.00009993447,0.0035375876],"study_design_scores_gemma":[0.00000873962,0.000056750683,0.0033480271,0.0000057069783,0.0000063189773,0.0000139138265,0.00007604271,0.99483997,0.0014210984,0.00008483516,0.00013023369,0.000008464697],"about_ca_topic_score_codex":0.013607606,"about_ca_topic_score_gemma":0.011874699,"teacher_disagreement_score":0.013607606,"about_ca_system_score_codex":0.00049719383,"about_ca_system_score_gemma":0.0005942094,"threshold_uncertainty_score":0.027056813},"labels":[],"label_agreement":null},{"id":"W4412770412","doi":"10.1016/j.engstruct.2025.121008","title":"Low-temperature effect on seismic performance of isolated highway bridges with high damping rubber bearings","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Natural rubber; Structural engineering; Engineering; Geotechnical engineering; Materials science; Forensic engineering; Composite material","score_opus":0.0013442731274581033,"score_gpt":0.16814664856363065,"score_spread":0.16680237543617255,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412770412","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982924,0.000060641247,0.0010930254,0.000010532081,0.0000060816355,0.0000020391376,0.000024201103,0.000025920448,0.0004851818],"genre_scores_gemma":[0.99961543,0.000027479118,0.00012573811,0.0000030520446,0.0000014667224,0.0000018208711,0.000033321092,0.000005455874,0.00018623746],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998485,0.000016751837,0.000010283254,0.00003288087,0.000052491152,0.00003922249],"domain_scores_gemma":[0.9997224,0.000068319096,0.00006452107,0.000025005715,0.00008484904,0.00003485138],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026026188,0.00051172276,0.00035700586,0.0003419891,0.00024338736,0.00027982894,0.00029288404,0.00033930325,0.0010654315],"category_scores_gemma":[0.00045874936,0.0001780126,0.00038655137,0.00014384641,0.00032385395,0.0003680533,0.0004343735,0.00027088667,0.00030063296],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0016466609,0.00040056492,0.029321248,0.00033379756,0.00011374189,0.00089910504,0.00050376414,0.18244524,0.76133,0.00040521243,0.00046846527,0.022132175],"study_design_scores_gemma":[0.00007882674,0.003534048,0.10973251,0.00005329016,0.0003419887,0.00035416477,0.000757402,0.5085149,0.3749676,0.00036668763,0.0011930309,0.0001056433],"about_ca_topic_score_codex":0.0013458879,"about_ca_topic_score_gemma":0.0019433303,"teacher_disagreement_score":0.0013458879,"about_ca_system_score_codex":0.00016884938,"about_ca_system_score_gemma":0.00016546728,"threshold_uncertainty_score":0.0035642385},"labels":[],"label_agreement":null},{"id":"W4412949137","doi":"10.1016/j.engstruct.2025.121036","title":"Mechanism transition and dynamic strut-and-tie modeling of shear failure in RC columns under near-support impacts","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Response to Dynamic Loads","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Basic and Applied Basic Research Foundation of Guangdong Province; Natural Science Foundation of Hunan Province; Shantou University; Natural Science Foundation of Guangdong Province; Hunan Provincial Science and Technology Department; National Natural Science Foundation of China; St. Thomas University","keywords":"Structural engineering; Failure mechanism; Shear (geology); Mechanism (biology); Materials science; Geology; Geotechnical engineering; Engineering; Forensic engineering; Composite material; Physics","score_opus":0.0030335797252548386,"score_gpt":0.20481252891644072,"score_spread":0.20177894919118589,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412949137","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9588094,0.00015261759,0.027326062,0.00019155392,0.000036899415,0.00004018023,0.0001315583,0.00015191999,0.013159761],"genre_scores_gemma":[0.99782515,0.000039564053,0.00048724527,0.000012860883,0.0000044171484,0.000009469438,0.00001986918,0.000015432808,0.0015860291],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998802,0.000019267025,0.000003954685,0.000022473187,0.00002162627,0.000052596894],"domain_scores_gemma":[0.99977404,0.000077668155,0.000042284344,0.000019627774,0.000044273274,0.000042137974],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031384648,0.00053576083,0.0006562058,0.0006991073,0.0008828044,0.00088849757,0.0014955428,0.0017632683,0.0029729966],"category_scores_gemma":[0.00093100464,0.0005385913,0.00068867137,0.00038927604,0.0010456423,0.0008859775,0.00063973933,0.0007566167,0.0003403737],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000043959328,0.00006338903,0.001389473,0.000013152517,0.000010852612,0.00013575803,0.00005710894,0.99159735,0.0027894203,0.0024167248,0.00013790352,0.0013449213],"study_design_scores_gemma":[0.000002164424,0.000011116721,0.0005828213,0.0000016959585,0.0000028499558,0.000008478944,0.0000202056,0.9989454,0.00017673483,0.00021270587,0.000032652246,0.0000031522436],"about_ca_topic_score_codex":0.022100816,"about_ca_topic_score_gemma":0.012518621,"teacher_disagreement_score":0.022100816,"about_ca_system_score_codex":0.00076620956,"about_ca_system_score_gemma":0.00088289153,"threshold_uncertainty_score":0.04394436},"labels":[],"label_agreement":null},{"id":"W4413070376","doi":"10.1016/j.engstruct.2025.120917","title":"Experimental test on a slender masonry wall with an alternative reinforcement configuration","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Masonry Design Centre; Global Affairs Canada; Missouri Conservation Agents Association","keywords":"Masonry; Reinforcement; Structural engineering; Engineering; Test (biology); Unreinforced masonry building; Geotechnical engineering; Geology","score_opus":0.00543813645134177,"score_gpt":0.2141931276352961,"score_spread":0.20875499118395432,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413070376","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982864,0.000027579013,0.0011563184,0.000006031688,0.0000143532325,0.00001676503,0.0000622542,0.000027020684,0.0004031651],"genre_scores_gemma":[0.9947507,0.000051671144,0.0035042092,0.000010124492,0.0000039584875,0.000029386658,0.00007874619,0.000012775986,0.0015584389],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99967027,0.000031236235,0.000023129534,0.00007779086,0.00012742421,0.000070204085],"domain_scores_gemma":[0.9995183,0.00009188149,0.00007487965,0.00008463794,0.00014028144,0.00009010229],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048749798,0.0008022273,0.00039689234,0.0002967952,0.00030252282,0.00023890406,0.0005821011,0.0009023289,0.0021926933],"category_scores_gemma":[0.0005791912,0.00027105588,0.00034145388,0.0001975891,0.0004659713,0.0002903925,0.00048579928,0.00045326175,0.00044662436],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00049545564,0.00029234227,0.0034435105,0.00015332027,0.000014136741,0.0008229909,0.00022526307,0.005144103,0.9841054,0.00022636847,0.00013202785,0.0049450733],"study_design_scores_gemma":[0.00010461473,0.016138831,0.056097683,0.0000919575,0.00010562685,0.0006919622,0.000931657,0.017792167,0.9046816,0.00017989524,0.0031173418,0.00006658359],"about_ca_topic_score_codex":0.0005528055,"about_ca_topic_score_gemma":0.0014362227,"teacher_disagreement_score":0.0021926933,"about_ca_system_score_codex":0.00010119515,"about_ca_system_score_gemma":0.00022884333,"threshold_uncertainty_score":0.007335305},"labels":[],"label_agreement":null},{"id":"W4413071064","doi":"10.1016/j.engstruct.2025.120916","title":"Breaking boundaries: discontinuum failure analysis of dry-joint masonry using physics engine models","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure; Carleton University; McGill University","funders":"Fonds de recherche du Québec – Nature et technologies; Government of Canada","keywords":"Masonry; Joint (building); Structural engineering; Engineering; Forensic engineering; Geotechnical engineering","score_opus":0.007774010482900762,"score_gpt":0.20626747607856305,"score_spread":0.19849346559566228,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413071064","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.88346034,0.0001238314,0.108164564,0.00007511914,0.0000312984,0.00006871201,0.00037658025,0.0007406916,0.006958924],"genre_scores_gemma":[0.9888208,0.00003753279,0.009818567,0.000015048487,0.000005384085,0.00003635691,0.000198578,0.000084490595,0.0009832213],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99982136,0.000026795145,0.000008397683,0.00002433735,0.000087589106,0.000031544412],"domain_scores_gemma":[0.9995345,0.00023885604,0.00005351836,0.000068465655,0.00006318483,0.000041561972],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044363123,0.0004575309,0.00042244766,0.000651697,0.00036132592,0.0006687753,0.0011088252,0.00091958174,0.0021023955],"category_scores_gemma":[0.0013048217,0.00025800618,0.0004400755,0.00023398185,0.0007017349,0.00033895587,0.0006276521,0.0005484288,0.0002739603],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000052010517,0.000049104503,0.0034413822,0.000041274456,0.0000113994,0.00015843708,0.00013699183,0.9823475,0.006696673,0.0026361218,0.00029881415,0.004130375],"study_design_scores_gemma":[0.0000028331392,0.000014786715,0.00046840985,0.0000024518497,8.865938e-7,0.000011637547,0.000011333626,0.9983981,0.0006910203,0.00021534464,0.0001798385,0.0000033229694],"about_ca_topic_score_codex":0.0064707296,"about_ca_topic_score_gemma":0.0036162555,"teacher_disagreement_score":0.0064707296,"about_ca_system_score_codex":0.00042901377,"about_ca_system_score_gemma":0.00056007516,"threshold_uncertainty_score":0.012866139},"labels":[],"label_agreement":null},{"id":"W4413121868","doi":"10.1016/j.engstruct.2025.121139","title":"Axial compression behaviour and strength prediction of masonry columns strengthened with basalt and glass fibre textile-reinforced ECC","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Graduate Research and Innovation Projects of Jiangsu Province; National Development and Reform Commission","keywords":"Masonry; Composite material; Materials science; Glass fiber; Compression (physics); Textile; Structural engineering; Basalt; Engineering; Geology","score_opus":0.0027085597197755665,"score_gpt":0.17524689772590166,"score_spread":0.17253833800612609,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413121868","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985857,0.0000230949,0.0006923758,0.000004727975,0.0000016154552,0.000001923798,0.000029053344,0.000013006154,0.00064852904],"genre_scores_gemma":[0.9994351,0.000012803177,0.00019054687,0.0000010359715,6.0669515e-7,0.0000011503502,0.000027088925,0.0000017057704,0.00032985015],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999145,0.000009820711,0.0000027485519,0.000012925736,0.000040816893,0.000019196961],"domain_scores_gemma":[0.9996735,0.00014049256,0.000039829916,0.000020819398,0.00009767338,0.000027728305],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017676974,0.00030416666,0.00018416681,0.00048806737,0.0001963432,0.00016351599,0.00035684288,0.00036109003,0.0010089278],"category_scores_gemma":[0.0003922042,0.00016516053,0.00026237938,0.00028355635,0.00037387546,0.00014045989,0.00014985383,0.00021936653,0.00016716764],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010306,0.00026991373,0.031174906,0.00012234903,0.000030793984,0.00050457043,0.0002230694,0.33100754,0.6114487,0.00067097356,0.00029233086,0.023224168],"study_design_scores_gemma":[0.000015377504,0.0007146063,0.07646056,0.000011940281,0.000030972657,0.000099223806,0.00010738079,0.7161486,0.20604706,0.00008918444,0.00025663266,0.000018551409],"about_ca_topic_score_codex":0.0049986616,"about_ca_topic_score_gemma":0.0064566615,"teacher_disagreement_score":0.0049986616,"about_ca_system_score_codex":0.00026648474,"about_ca_system_score_gemma":0.00019377883,"threshold_uncertainty_score":0.009939134},"labels":[],"label_agreement":null},{"id":"W4413143890","doi":"10.1016/j.engstruct.2025.121103","title":"Structural behaviour of indeterminate continuous reinforced concrete beams with shear reinforcement and asymmetric loading","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Toronto; Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; ARUP Laboratories; KPMG","keywords":"Indeterminate; Structural engineering; Reinforcement; Reinforced concrete; Shear (geology); Statically indeterminate; Materials science; Composite material; Engineering; Mathematics","score_opus":0.004443045765327081,"score_gpt":0.20641822763889406,"score_spread":0.20197518187356697,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413143890","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987883,0.000046539077,0.00083596323,0.000005117085,0.0000034290001,0.000004443274,0.000041751307,0.000016714777,0.00025759856],"genre_scores_gemma":[0.9984792,0.000037829304,0.0009402622,0.000009079406,9.4006265e-7,0.0000071528643,0.000050141454,0.0000051955926,0.00047017907],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993667,0.00006164486,0.000030263463,0.000105087485,0.00036658678,0.00006968916],"domain_scores_gemma":[0.9985629,0.00037578933,0.00028488078,0.00016710423,0.00044627002,0.00016315185],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008493521,0.00051932916,0.0002470743,0.00048317408,0.0002008668,0.00025425747,0.0005703059,0.00051961956,0.0012807022],"category_scores_gemma":[0.0010193984,0.0003635116,0.00018195479,0.00031486302,0.0005843346,0.0003208536,0.00030781789,0.0003362728,0.0002902566],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00036117787,0.00006044794,0.0131757995,0.00006565229,0.000020233645,0.00030849077,0.00037575167,0.0128663,0.96627796,0.00015090792,0.0000843075,0.0062528662],"study_design_scores_gemma":[0.000040069994,0.0025568435,0.10960377,0.00005129842,0.00005366086,0.00042326606,0.0007188143,0.07487387,0.81024104,0.00015654604,0.0012106814,0.00007009497],"about_ca_topic_score_codex":0.0020860257,"about_ca_topic_score_gemma":0.0043790466,"teacher_disagreement_score":0.0020860257,"about_ca_system_score_codex":0.00030407246,"about_ca_system_score_gemma":0.00022844067,"threshold_uncertainty_score":0.0044918656},"labels":[],"label_agreement":null},{"id":"W4413152366","doi":"10.1016/j.engstruct.2025.120983","title":"Life-cycle based optimal design of seismic retrofit interventions through dissipative bracing systems","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Bracing; Dissipative system; Structural engineering; Seismic retrofit; Seismic analysis; Engineering; Computer science; Reinforced concrete; Brace; Physics","score_opus":0.011729734551292996,"score_gpt":0.24504738892949443,"score_spread":0.23331765437820143,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413152366","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.09644425,0.0004282439,0.8841285,0.00024552306,0.000042383817,0.00029514765,0.00013027698,0.0003400031,0.01794561],"genre_scores_gemma":[0.95821476,0.00026436977,0.03661849,0.000059017784,0.000009185897,0.0005170287,0.000075847434,0.000057152105,0.004184132],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994998,0.00020789524,0.000019001813,0.000072772236,0.00011738489,0.00008323176],"domain_scores_gemma":[0.9995061,0.00024816647,0.00010201549,0.000019239127,0.00009466128,0.000029932007],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011193713,0.0010015945,0.0009785617,0.00076221145,0.0003520766,0.0012046845,0.0008443487,0.001059271,0.0030785322],"category_scores_gemma":[0.0014578729,0.000718024,0.0006982407,0.00033250186,0.00093612,0.0005731327,0.00091014494,0.0007155147,0.0002836196],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023373148,0.000012546074,0.0000633034,0.000024204464,0.000007395128,0.000013011163,0.000012401244,0.99506134,0.0008962266,0.001643361,0.000048779973,0.0021941122],"study_design_scores_gemma":[0.000010931893,0.00006265274,0.00006937632,0.000005697499,0.000009251315,0.0000032474672,0.000013002449,0.9981413,0.00044613352,0.00090504077,0.0003288196,0.0000044800477],"about_ca_topic_score_codex":0.0034657612,"about_ca_topic_score_gemma":0.002768695,"teacher_disagreement_score":0.0034657612,"about_ca_system_score_codex":0.0012219981,"about_ca_system_score_gemma":0.0020223968,"threshold_uncertainty_score":0.010298669},"labels":[],"label_agreement":null},{"id":"W4413355233","doi":"10.1016/j.engstruct.2025.121170","title":"Experimental study on near-wall temperature distribution of wall fire with various rectangular fire sources","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Fire dynamics and safety research","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"","funders":"Fundamental Research Funds for the Central Universities; National Natural Science Foundation of China; National University's Basic Research Foundation of China; Canadian Anesthesiologists' Society; National Key Research and Development Program of China; Youth Innovation Promotion Association of the Chinese Academy of Sciences","keywords":"Fire safety; Distribution (mathematics); Materials science; Structural engineering; Environmental science; Engineering; Mathematics; Civil engineering; Mathematical analysis","score_opus":0.0031226687361170435,"score_gpt":0.21513752252457258,"score_spread":0.21201485378845553,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413355233","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99640024,0.00003526565,0.0026287683,0.000009318917,0.000011564313,0.000011363753,0.00006386637,0.000030005875,0.0008095728],"genre_scores_gemma":[0.99860686,0.000025541798,0.000671888,0.0000047251406,0.000004238692,0.000009441817,0.000049640876,0.000010784417,0.00061688316],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998154,0.000019088215,0.000006107334,0.000054502485,0.00006566247,0.00003933158],"domain_scores_gemma":[0.99956065,0.00013201761,0.000058482605,0.00007192523,0.00013220182,0.000044770302],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025901495,0.00030545375,0.0002630928,0.00019988877,0.00051457976,0.00017721445,0.00043522255,0.00033616766,0.002424688],"category_scores_gemma":[0.0005046795,0.00021892502,0.0003378446,0.00020220442,0.00045660394,0.0003733152,0.0002623281,0.00038369282,0.00021778018],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0019342359,0.00048903207,0.0068718093,0.00007399606,0.000022714737,0.00017329882,0.00027924063,0.0034039065,0.98096955,0.00030268184,0.00017200827,0.005307601],"study_design_scores_gemma":[0.000106004496,0.0028222383,0.029557731,0.000008793711,0.0000665925,0.0002023526,0.0003384287,0.017164266,0.9488347,0.00014591696,0.0007246829,0.000028243034],"about_ca_topic_score_codex":0.0004892966,"about_ca_topic_score_gemma":0.00054760295,"teacher_disagreement_score":0.002424688,"about_ca_system_score_codex":0.00019340044,"about_ca_system_score_gemma":0.00017072329,"threshold_uncertainty_score":0.008111358},"labels":[],"label_agreement":null},{"id":"W4413448621","doi":"10.1016/j.engstruct.2025.121192","title":"Conceptual design and experimental investigation of a self-centering cable bracing system for seismic resilience","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"China Scholarship Council; National Natural Science Foundation of China","keywords":"Bracing; Resilience (materials science); Structural engineering; Seismic analysis; Engineering; Conceptual design; Geotechnical engineering; Forensic engineering; Geology; Architectural engineering; Brace; Materials science; Mechanical engineering","score_opus":0.005833099707487005,"score_gpt":0.20413296172565562,"score_spread":0.19829986201816863,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413448621","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8643741,0.0000608723,0.12406776,0.00025896975,0.00013310181,0.0010805555,0.00059606094,0.0010354648,0.008393082],"genre_scores_gemma":[0.9871607,0.000023840328,0.0107727265,0.000015004866,0.000003592441,0.00024188147,0.00006109635,0.000017327742,0.0017037112],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996662,0.00006709136,0.000017364764,0.0000654518,0.00012217704,0.00006174712],"domain_scores_gemma":[0.9993326,0.000119611956,0.00009390205,0.00013645856,0.00022371425,0.000093747614],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000673598,0.0005576584,0.0003315026,0.00042549116,0.00069007045,0.0006068436,0.0014338237,0.00060328114,0.0065411488],"category_scores_gemma":[0.0009051735,0.00022235657,0.0001811633,0.00022034463,0.0007974644,0.0005984537,0.0004853994,0.0003614553,0.000601528],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0024819914,0.0014030528,0.0043424526,0.0010801966,0.000047500984,0.0005613857,0.0008016816,0.08776392,0.8321774,0.012600254,0.0016414054,0.05509881],"study_design_scores_gemma":[0.0011205686,0.018847821,0.017719675,0.00013162596,0.00017155838,0.00032525926,0.0010843123,0.3685479,0.57224953,0.003092877,0.016566476,0.00014235538],"about_ca_topic_score_codex":0.001346354,"about_ca_topic_score_gemma":0.0014028958,"teacher_disagreement_score":0.0065411488,"about_ca_system_score_codex":0.0006224885,"about_ca_system_score_gemma":0.001556731,"threshold_uncertainty_score":0.021882355},"labels":[],"label_agreement":null},{"id":"W4413811387","doi":"10.1016/j.engstruct.2025.121265","title":"Robust and efficient dual-graph neural networks for structural damage detection and localization","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada; Mitacs; Canada Research Chairs","keywords":"Dual (grammatical number); Artificial neural network; Computer science; Graph; Artificial intelligence; Theoretical computer science","score_opus":0.007057295138122342,"score_gpt":0.23411641755220483,"score_spread":0.2270591224140825,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413811387","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.11596837,0.0013853756,0.87209857,0.00045054697,0.00014187991,0.00008189403,0.00080258574,0.005470425,0.003600329],"genre_scores_gemma":[0.81114006,0.0006338282,0.17792876,0.00027654777,0.00006068631,0.00009724539,0.0029967949,0.00017884937,0.0066871326],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99974185,0.000035710378,0.000009930402,0.000084761734,0.00007745685,0.00005035769],"domain_scores_gemma":[0.99972147,0.00006930641,0.000048371905,0.00005317415,0.000087946195,0.000019638463],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002831878,0.0012866289,0.00051503023,0.0008632574,0.0002480555,0.0004740942,0.0013134179,0.00073802366,0.0011089066],"category_scores_gemma":[0.0010148131,0.000338496,0.0005335705,0.00075348816,0.00034384156,0.0010853233,0.0007243355,0.0009414389,0.0005771682],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020258353,0.00017356117,0.0024731641,0.000106217114,0.000109455,0.00014278102,0.000043042037,0.58552146,0.019944463,0.0038286329,0.0067826835,0.38067192],"study_design_scores_gemma":[0.000003303636,0.000015180052,0.00040726937,0.0000032633013,0.000007707166,0.00001757377,0.000005656861,0.9957722,0.0022582735,0.0011057167,0.0003999499,0.00000381527],"about_ca_topic_score_codex":0.014776728,"about_ca_topic_score_gemma":0.025337229,"teacher_disagreement_score":0.014776728,"about_ca_system_score_codex":0.0008879467,"about_ca_system_score_gemma":0.0007579326,"threshold_uncertainty_score":0.029381454},"labels":[],"label_agreement":null},{"id":"W4413851135","doi":"10.1016/j.engstruct.2025.121266","title":"Structural performance of bolted HSS-to-HSS connections with reinforcement technique","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Reinforcement; Structural engineering; Bolted joint; Materials science; Finite element method; Engineering","score_opus":0.002919829761859518,"score_gpt":0.1936891077175832,"score_spread":0.19076927795572368,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413851135","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9920433,0.000094424286,0.0066728257,0.000010624444,0.000020467673,0.000013506184,0.000104902814,0.00015202777,0.0008878995],"genre_scores_gemma":[0.99474007,0.00005593043,0.0040006824,0.0000039726315,0.0000026610287,0.000009206928,0.00013836486,0.000018772478,0.0010304241],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996511,0.000053579763,0.000024157707,0.00006860607,0.00015478644,0.000047721038],"domain_scores_gemma":[0.99945146,0.00011374234,0.00015404167,0.00009617094,0.00012468871,0.00005979698],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005367597,0.00076983054,0.00033600614,0.0006631112,0.00021203634,0.00024608662,0.000636935,0.00045169864,0.0029254116],"category_scores_gemma":[0.00086731545,0.00034153054,0.00048362356,0.00033057632,0.0004178462,0.00037451417,0.00047470856,0.00023490726,0.00073965685],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00086082215,0.0002845587,0.027815532,0.00041358394,0.00014034334,0.00083885633,0.00038235198,0.21857558,0.67452985,0.00054215005,0.00077433477,0.074842125],"study_design_scores_gemma":[0.00007283483,0.007823798,0.11448583,0.00010236681,0.00027729323,0.0008907008,0.0005636628,0.3596777,0.50998485,0.00034114218,0.005652429,0.0001273814],"about_ca_topic_score_codex":0.0007004347,"about_ca_topic_score_gemma":0.003065694,"teacher_disagreement_score":0.0029254116,"about_ca_system_score_codex":0.00024636247,"about_ca_system_score_gemma":0.00024949978,"threshold_uncertainty_score":0.009786546},"labels":[],"label_agreement":null},{"id":"W4414159068","doi":"10.1016/j.engstruct.2025.121281","title":"An experimental study of eccentrically loaded slender concrete masonry walls at full- and half-scale","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Masonry Design Centre","keywords":"Masonry; Mortar; Joint (building); Compression (physics); Eccentric; Yield (engineering); Buckling; Test data","score_opus":0.0043427821253714805,"score_gpt":0.21346550867266875,"score_spread":0.20912272654729727,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414159068","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991615,0.000014439516,0.00048650437,0.0000028111865,0.0000035442904,0.00001720716,0.000045287034,0.000014049339,0.00025468698],"genre_scores_gemma":[0.99708456,0.000036899233,0.0017825436,0.000005962656,0.0000024431235,0.000028366809,0.000087781256,0.000009787613,0.00096158305],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99963534,0.000034517223,0.000030059206,0.00007551531,0.00015386564,0.00007072404],"domain_scores_gemma":[0.9986339,0.00028880005,0.0002518882,0.00030497837,0.00031790978,0.00020247005],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00053089095,0.0005220369,0.0003616778,0.00032179593,0.00034878842,0.00020078522,0.0005328648,0.00067063584,0.0016220709],"category_scores_gemma":[0.000832566,0.00031595427,0.00037540082,0.00026964003,0.0006272323,0.00035531752,0.0004858602,0.00056681817,0.0004083704],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003804065,0.00062237144,0.0055493303,0.00008541448,0.000009917474,0.00039067265,0.0003191318,0.0035067846,0.98286176,0.00009203854,0.000067216664,0.00611499],"study_design_scores_gemma":[0.00006817967,0.02528632,0.16068609,0.000032574022,0.000043552707,0.0004918275,0.0008554995,0.009465273,0.8013581,0.000095064555,0.0015472143,0.000070251066],"about_ca_topic_score_codex":0.0006997665,"about_ca_topic_score_gemma":0.0020158219,"teacher_disagreement_score":0.0016220709,"about_ca_system_score_codex":0.00017396263,"about_ca_system_score_gemma":0.0002505276,"threshold_uncertainty_score":0.005426407},"labels":[],"label_agreement":null},{"id":"W4414400402","doi":"10.1016/j.engstruct.2025.121399","title":"A novel decentralized damage detection method for self-powered wireless sensing in structural health monitoring using self-supervised learning","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Natural Science Foundation of Jiangsu Province","keywords":"Robustness (evolution); Structural health monitoring; Wireless sensor network; Benchmark (surveying); Key (lock); Bridge (graph theory); Wireless; Feature extraction","score_opus":0.013690628944644472,"score_gpt":0.318066213123292,"score_spread":0.3043755841786475,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414400402","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.019784685,0.00012226844,0.9785322,0.000060570983,0.00003851797,0.00003235669,0.00002388428,0.00039288928,0.0010125982],"genre_scores_gemma":[0.78394294,0.00014311318,0.21099289,0.00013528044,0.00012920372,0.00013712018,0.00013311124,0.00006024459,0.00432607],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996327,0.000048840866,0.000017220776,0.00012888132,0.00013684404,0.000035487243],"domain_scores_gemma":[0.99940586,0.00018436254,0.00009851648,0.00008930754,0.0001877927,0.000034187135],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036984516,0.00045907105,0.0008480072,0.0004467636,0.00033054387,0.0003842747,0.0011448719,0.00067433383,0.00095083733],"category_scores_gemma":[0.0010796306,0.00029450725,0.00045299047,0.00035514223,0.00039749796,0.0008224146,0.0007450883,0.0005167575,0.00029018687],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024975612,0.0003519428,0.0031836543,0.00018278406,0.00013359434,0.0001908449,0.00016189707,0.32998347,0.06860514,0.006197452,0.0039706705,0.58678883],"study_design_scores_gemma":[0.0000062345566,0.000032578384,0.0004432205,0.0000021087883,0.000007407222,0.000041503958,0.000004900326,0.9957557,0.0027220806,0.00070778787,0.00027112392,0.000005343338],"about_ca_topic_score_codex":0.0014129215,"about_ca_topic_score_gemma":0.002583665,"teacher_disagreement_score":0.0014129215,"about_ca_system_score_codex":0.00033969292,"about_ca_system_score_gemma":0.0005279902,"threshold_uncertainty_score":0.0031808615},"labels":[],"label_agreement":null},{"id":"W4414522540","doi":"10.1016/j.engstruct.2025.121420","title":"Seismic resilience-based assessment and design of concrete bridge piers reinforced with shape memory alloy bars","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada; National Natural Science Foundation of China; Innovative Research Group Project of the National Natural Science Foundation of China","keywords":"Pier; Seismic analysis; SMA*; Incremental Dynamic Analysis; Plastic hinge; Shape-memory alloy; Seismic hazard; Bridge (graph theory); Seismic retrofit","score_opus":0.005649140844580777,"score_gpt":0.21379670690283134,"score_spread":0.20814756605825058,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414522540","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.47324648,0.00027518184,0.51860607,0.00011774292,0.000018885727,0.000106512365,0.00010279028,0.0004142437,0.007112085],"genre_scores_gemma":[0.9670475,0.00009756065,0.03175676,0.000009812513,0.0000024604358,0.000049023743,0.000040191073,0.000021280153,0.0009754749],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99982375,0.000050561914,0.0000072520697,0.00002949256,0.000059364545,0.000029654191],"domain_scores_gemma":[0.9997999,0.00006233401,0.00005322703,0.000021168898,0.00004069111,0.000022677192],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045187928,0.00068613613,0.00038688132,0.00075440423,0.0001622304,0.00045829653,0.00058203674,0.000615554,0.0013895524],"category_scores_gemma":[0.0006552475,0.0003417662,0.0005773371,0.00019729542,0.00037208127,0.00027915477,0.0005919089,0.00026460667,0.00022914985],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000060764334,0.000023280967,0.0013341637,0.000060647846,0.000013917593,0.00011981644,0.000039413644,0.96392465,0.022155358,0.0012689811,0.000075527445,0.0109234555],"study_design_scores_gemma":[0.000005644905,0.00016268509,0.0006282386,0.000008764429,0.0000142611325,0.000038700065,0.000042479514,0.99341065,0.0048747477,0.00044623672,0.00036126733,0.000006309778],"about_ca_topic_score_codex":0.0012058348,"about_ca_topic_score_gemma":0.001344904,"teacher_disagreement_score":0.0013895524,"about_ca_system_score_codex":0.00038987788,"about_ca_system_score_gemma":0.00062947086,"threshold_uncertainty_score":0.0046485662},"labels":[],"label_agreement":null},{"id":"W4414525521","doi":"10.1016/j.engstruct.2025.121418","title":"Effect of confinement using GFRP stirrups on bond strength of staggered/non-staggered lap-spliced GFRP bars in concrete beams","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada","keywords":"Stirrup; Fibre-reinforced plastic; Slippage; Bond strength; Flexural strength; Bar (unit); Bond","score_opus":0.004346264038423745,"score_gpt":0.23642736353735927,"score_spread":0.23208109949893552,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414525521","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99946696,0.0001338201,0.00019588046,0.000004613134,0.0000035874054,0.0000010960998,0.000016062064,0.000009756919,0.000168288],"genre_scores_gemma":[0.99956733,0.0000589703,0.00014893606,0.000004112005,0.0000013511727,0.0000015537152,0.000014572194,0.0000032583778,0.00019993106],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998116,0.000031478405,0.000012840935,0.000038256625,0.00005304623,0.000052751217],"domain_scores_gemma":[0.99941206,0.00022324352,0.00011757187,0.000033110337,0.000116023286,0.000097930315],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002800916,0.00021257135,0.00023170763,0.00015368457,0.00022152366,0.00021091764,0.00026399156,0.00022959206,0.0016830956],"category_scores_gemma":[0.000583229,0.00018833214,0.00024303093,0.0001385036,0.00043021675,0.00027779196,0.00029130618,0.00023139235,0.00020674925],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0011003707,0.00008144211,0.0012813174,0.00007936052,0.000017647542,0.00010556674,0.000095526884,0.0018131286,0.9919917,0.00008525932,0.000041616317,0.0033071572],"study_design_scores_gemma":[0.000014389337,0.0014789988,0.011613462,0.000015142698,0.00004521741,0.000046357127,0.00014636393,0.0048009036,0.98152095,0.000016983297,0.0002847561,0.000016649825],"about_ca_topic_score_codex":0.0014874069,"about_ca_topic_score_gemma":0.003650145,"teacher_disagreement_score":0.0016830956,"about_ca_system_score_codex":0.00024641884,"about_ca_system_score_gemma":0.00029031248,"threshold_uncertainty_score":0.005630493},"labels":[],"label_agreement":null},{"id":"W4414793275","doi":"10.1016/j.engstruct.2025.121295","title":"Numerical and analytical investigations of steel-to-wood connections with fully threaded self-tapping screws under wetting","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"FPInnovations; University of Victoria","funders":"","keywords":"Wetting; Breakage; Moisture; Stress (linguistics); Stress concentration; Saturation (graph theory); Computer simulation","score_opus":0.0075356811330044805,"score_gpt":0.20211937822209608,"score_spread":0.1945836970890916,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414793275","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9586217,0.0003759707,0.034352858,0.000106316365,0.00003548544,0.00005462451,0.00015959307,0.00026066854,0.0060327263],"genre_scores_gemma":[0.9925648,0.00011959285,0.0064900517,0.00000692214,0.0000037664574,0.00002554602,0.000038818267,0.000009802224,0.0007407519],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99979013,0.000029414157,0.00001442748,0.00004230221,0.00008050302,0.000043285392],"domain_scores_gemma":[0.9992895,0.00029152297,0.000177039,0.000054501354,0.00014993071,0.000037454876],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00052768184,0.00066185516,0.00047956436,0.000960719,0.0004926306,0.0005265619,0.00083942356,0.0011388676,0.0014183647],"category_scores_gemma":[0.0013748594,0.00034408146,0.0005376424,0.00057398604,0.00095075986,0.0005079529,0.00041040152,0.0003321087,0.00020775232],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007601009,0.00006916476,0.005596904,0.00016505751,0.00001708099,0.00045380063,0.00027527576,0.949142,0.03286981,0.0017586811,0.0002591635,0.009317026],"study_design_scores_gemma":[0.0000040488394,0.00006156354,0.00076596177,0.0000060334087,0.0000053611097,0.000030143665,0.000056977493,0.9970591,0.0017189936,0.00015255212,0.00013259798,0.000006663094],"about_ca_topic_score_codex":0.0052555897,"about_ca_topic_score_gemma":0.0050125094,"teacher_disagreement_score":0.0052555897,"about_ca_system_score_codex":0.00042997304,"about_ca_system_score_gemma":0.00056555134,"threshold_uncertainty_score":0.0104500055},"labels":[],"label_agreement":null},{"id":"W4414851442","doi":"10.1016/j.engstruct.2025.121491","title":"Structural behaviour of precast prestressed H-shaped ultra-high performance concrete (UHPC) pile with steel spliced joint","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Chrysler (Canada); University of Windsor","funders":"Natural Sciences and Engineering Research Council of Canada; Mitacs","keywords":"Precast concrete; Joint (building); Pile; Prestressed concrete; splice; Bridge (graph theory)","score_opus":0.0068514562922581965,"score_gpt":0.19512446617396245,"score_spread":0.18827300988170426,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414851442","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9995696,0.000025357933,0.00020355212,0.0000029654018,0.0000018704303,0.0000027810468,0.000030944517,0.00000977779,0.00015316845],"genre_scores_gemma":[0.9993919,0.000020854324,0.00020740766,0.000002554276,6.378265e-7,0.00000199489,0.000044688488,0.0000019985307,0.0003279743],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997683,0.000019445783,0.000013771723,0.000034320718,0.00011690079,0.0000471501],"domain_scores_gemma":[0.99964046,0.000051858675,0.00011882609,0.000040087154,0.00007868132,0.00007007818],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001646057,0.00029576334,0.00016072625,0.00036536335,0.00023024993,0.00012901475,0.00026409177,0.0004506237,0.001279073],"category_scores_gemma":[0.00033077653,0.00023572348,0.00022956141,0.00023530942,0.00039022125,0.00017205662,0.0002003943,0.00025791812,0.00026217432],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00020978102,0.000056555567,0.0038206952,0.000055615863,0.000011610508,0.00040824994,0.0001329286,0.0049951496,0.9879538,0.00004395333,0.000043466203,0.002268213],"study_design_scores_gemma":[0.000009852263,0.0019510199,0.1156881,0.000020725305,0.000036620822,0.00073052046,0.00053342705,0.016312586,0.86396486,0.00003566636,0.0006772134,0.000039398532],"about_ca_topic_score_codex":0.0017652947,"about_ca_topic_score_gemma":0.004976408,"teacher_disagreement_score":0.0017652947,"about_ca_system_score_codex":0.00017585454,"about_ca_system_score_gemma":0.00018151569,"threshold_uncertainty_score":0.004278958},"labels":[],"label_agreement":null},{"id":"W4415069365","doi":"10.1016/j.engstruct.2025.121541","title":"Towards design of temporary bracing for early-age unreinforced masonry walls against out-of-plane loading","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Western University","funders":"Canada Masonry Design Centre; Natural Sciences and Engineering Research Council of Canada; Mitacs","keywords":"Bracing; Masonry; Unreinforced masonry building; SAFER; Seismic analysis; Bridging (networking)","score_opus":0.010444992648610053,"score_gpt":0.21881851589089646,"score_spread":0.20837352324228642,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415069365","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.1410524,0.0004129786,0.83413094,0.00014582071,0.00004196137,0.0003538321,0.00013992554,0.0008703537,0.022851823],"genre_scores_gemma":[0.80392104,0.0005755605,0.18792908,0.00003334593,0.0000056625368,0.0003030179,0.00019577959,0.00013413212,0.006902384],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996182,0.00007119788,0.000017546894,0.000047128047,0.00016501422,0.000080891106],"domain_scores_gemma":[0.99973613,0.000037017264,0.00004468069,0.00002722029,0.00012647902,0.00002848834],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000656558,0.00080673944,0.0005219113,0.000788157,0.0005788551,0.0011401637,0.0011428848,0.000716318,0.0022691404],"category_scores_gemma":[0.000847204,0.00049380853,0.0006252177,0.00029575825,0.0007643481,0.00048464048,0.00069618085,0.00042782817,0.00070094457],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000081906815,0.000058221707,0.002939561,0.00038078893,0.000018856252,0.00030658324,0.00038761002,0.8253939,0.091005795,0.011935308,0.0011319601,0.06635952],"study_design_scores_gemma":[0.000038971724,0.00038380132,0.0038757771,0.00015749551,0.00005773836,0.00016455362,0.00069308974,0.951188,0.02119662,0.0033349276,0.018854449,0.000054583586],"about_ca_topic_score_codex":0.018176075,"about_ca_topic_score_gemma":0.03512048,"teacher_disagreement_score":0.018176075,"about_ca_system_score_codex":0.00091850414,"about_ca_system_score_gemma":0.003445405,"threshold_uncertainty_score":0.03614056},"labels":[],"label_agreement":null},{"id":"W4415322059","doi":"10.1016/j.engstruct.2025.121600","title":"Investigate the in-plane and out-of-plane elastic properties of spiderweb-inspired hierarchical composite honeycombs using forward analytical and inverse numerical approaches","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Cellular and Composite Structures","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"National Key Research and Development Program of China; Natural Science Foundation of Shaanxi Province; National Natural Science Foundation of China","keywords":"Inverse; Inverse problem; Material properties; Ritz method; Modal; Modal analysis; Iterative method; Numerical analysis; Beam (structure)","score_opus":0.01724133369710929,"score_gpt":0.2016620861319337,"score_spread":0.18442075243482442,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415322059","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9683852,0.00018242981,0.022184044,0.00006991105,0.000014707019,0.000016326232,0.00004754162,0.000052000672,0.009047931],"genre_scores_gemma":[0.99111384,0.00009418848,0.0076608844,0.000015540307,0.000003294905,0.000009009259,0.000031407526,0.000009991476,0.0010618044],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99995625,0.0000046532414,0.0000014623264,0.000007848621,0.000021241154,0.00000860258],"domain_scores_gemma":[0.99983454,0.00006452916,0.000038861308,0.000018672694,0.000030431198,0.000013008518],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011782119,0.00026893578,0.0002231124,0.00033843663,0.00023845096,0.00040369987,0.00029874296,0.00053365924,0.0008606813],"category_scores_gemma":[0.00031250826,0.00017655178,0.0002627639,0.0002828198,0.00040768465,0.00051885983,0.0002446542,0.00021260945,0.00019449297],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012576378,0.00023504192,0.0071625933,0.00026140525,0.00008352201,0.0007938474,0.00022301465,0.52957803,0.43075302,0.015323638,0.0003738625,0.015086214],"study_design_scores_gemma":[0.0000059796744,0.00003460864,0.0019651516,0.0000052447886,0.000007897162,0.00008627191,0.000065051616,0.9779564,0.018343909,0.0012629813,0.0002567383,0.00000976539],"about_ca_topic_score_codex":0.00062330544,"about_ca_topic_score_gemma":0.00080065866,"teacher_disagreement_score":0.0008606813,"about_ca_system_score_codex":0.00013346964,"about_ca_system_score_gemma":0.00017347449,"threshold_uncertainty_score":0.0028793216},"labels":[],"label_agreement":null},{"id":"W4415322169","doi":"10.1016/j.engstruct.2025.121612","title":"Flexural performance of UHPC-encased H-shape steel beams: Experiments and theoretical analysis","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Guangzhou University; Ministry of Transport of the People's Republic of China; National Natural Science Foundation of China","keywords":"Flexural strength; Beam (structure); Cracking; Bending; Deformation (meteorology); Bearing capacity; Three point flexural test","score_opus":0.0033824976171044608,"score_gpt":0.21448174061439518,"score_spread":0.21109924299729071,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415322169","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96580195,0.0004607622,0.03159302,0.000041470932,0.000012161181,0.000034031305,0.00016724264,0.000121398545,0.0017679353],"genre_scores_gemma":[0.99075365,0.0002802038,0.008012513,0.000014550547,0.0000023684531,0.00002055997,0.000072494266,0.0000070127717,0.00083671516],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99978095,0.000023353621,0.000008971138,0.00003672986,0.0001304165,0.000019706384],"domain_scores_gemma":[0.99966216,0.000090549605,0.00004888187,0.000045682606,0.00013849909,0.000014237839],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00058540294,0.00051253045,0.000159194,0.00035217495,0.00015121457,0.00012710132,0.0005052367,0.00050864497,0.0009973933],"category_scores_gemma":[0.00055927364,0.00019078133,0.00025997616,0.00029387925,0.0002800155,0.00037429825,0.00017423421,0.00013941123,0.000291121],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00026127658,0.000046417972,0.0062063513,0.00017049523,0.00001732215,0.00022637905,0.00013919424,0.041861683,0.91916984,0.0003645215,0.00017106804,0.03136556],"study_design_scores_gemma":[0.000023074734,0.0011606329,0.01866444,0.000026018248,0.000037517195,0.00013548072,0.00012598348,0.15711625,0.82119405,0.00015913461,0.0013148917,0.000042466603],"about_ca_topic_score_codex":0.0017294869,"about_ca_topic_score_gemma":0.0026759403,"teacher_disagreement_score":0.0017294869,"about_ca_system_score_codex":0.00022964591,"about_ca_system_score_gemma":0.00018099116,"threshold_uncertainty_score":0.0034388304},"labels":[],"label_agreement":null},{"id":"W4415378775","doi":"10.1016/j.engstruct.2025.121613","title":"Interface shear behaviour of ultra-high performance concrete under combined shear and lateral loads","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"Australian Research Council; Natural Sciences and Engineering Research Council of Canada; China Scholarship Council","keywords":"Precast concrete; Shear (geology); Shear stress; Ultimate tensile strength; Direct shear test; Shear strength (soil); Compressive strength; Overburden pressure","score_opus":0.004705436243778059,"score_gpt":0.2117851684027514,"score_spread":0.20707973215897335,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415378775","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991072,0.00009120592,0.0005224372,0.0000031877191,0.0000021868666,0.0000035278745,0.000039035473,0.000015717344,0.00021560222],"genre_scores_gemma":[0.99888223,0.00008979566,0.00036346752,0.0000058607975,0.0000014239348,0.000003527144,0.00009341182,0.000007472442,0.0005526977],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997774,0.000022483158,0.000012163052,0.00003617329,0.000114774,0.000037065314],"domain_scores_gemma":[0.9996928,0.000049233982,0.00010244923,0.00002197133,0.000092659204,0.000040800216],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003461211,0.00038597232,0.00023199964,0.00047473138,0.00017532046,0.00027544767,0.00016920637,0.00031396616,0.0011716846],"category_scores_gemma":[0.00042477707,0.00018228247,0.00021516965,0.00023800987,0.0004034792,0.00023953471,0.00022213365,0.0003424374,0.00025676322],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001524856,0.000019142666,0.002642183,0.00003256299,0.000008110588,0.000093441406,0.00014238618,0.0011335129,0.99405485,0.000039067912,0.00001936957,0.0016628957],"study_design_scores_gemma":[0.000013667171,0.0012538354,0.055096358,0.000017575994,0.000034230237,0.00018838071,0.00030979098,0.00882196,0.9335722,0.000037345,0.000629023,0.000025610554],"about_ca_topic_score_codex":0.0017975809,"about_ca_topic_score_gemma":0.0032323892,"teacher_disagreement_score":0.0017975809,"about_ca_system_score_codex":0.00017616316,"about_ca_system_score_gemma":0.0001874609,"threshold_uncertainty_score":0.003919661},"labels":[],"label_agreement":null},{"id":"W4415422735","doi":"10.1016/j.engstruct.2025.121623","title":"Prediction of pipeline strain demand under ground movement using a neural network-enhanced finite difference method","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"China Scholarship Council; University of Alberta","keywords":"Bilinear interpolation; Nonlinear system; Pipeline transport; Artificial neural network; Pipeline (software); Robustness (evolution); Finite element method","score_opus":0.011774315062635175,"score_gpt":0.23303089171095895,"score_spread":0.22125657664832377,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415422735","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.24519528,0.000421827,0.74788994,0.00031368466,0.00008166068,0.00006988153,0.00017473607,0.0005990778,0.0052538835],"genre_scores_gemma":[0.9501664,0.00014565887,0.047497008,0.000051110892,0.000015147303,0.00007025235,0.00014316014,0.000021993968,0.0018892519],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998671,0.000026297086,0.000010882072,0.00003213725,0.000046438745,0.000017178438],"domain_scores_gemma":[0.99965036,0.0001919589,0.00004909714,0.000014609391,0.00007621055,0.000017646826],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003430303,0.0005843961,0.00048346043,0.0003789125,0.00025446384,0.00045292484,0.0006463795,0.0009703674,0.0009048924],"category_scores_gemma":[0.0011074323,0.0003577856,0.0004527054,0.00028577392,0.00037061883,0.00041938137,0.00048155128,0.0006405673,0.000103541744],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000025415102,0.000021487269,0.00072690914,0.000018292303,0.000006627934,0.000027496479,0.000010079134,0.98954636,0.0017003877,0.00025265524,0.00008481507,0.007579434],"study_design_scores_gemma":[8.098437e-7,0.0000023523862,0.000037933234,5.5682466e-7,4.760975e-7,9.173345e-7,6.09712e-7,0.99980634,0.00011244318,0.000022689064,0.000014144462,7.6195477e-7],"about_ca_topic_score_codex":0.014224104,"about_ca_topic_score_gemma":0.008596756,"teacher_disagreement_score":0.014224104,"about_ca_system_score_codex":0.0005686,"about_ca_system_score_gemma":0.0009307279,"threshold_uncertainty_score":0.028282642},"labels":[],"label_agreement":null},{"id":"W4415447792","doi":"10.1016/j.engstruct.2025.121622","title":"A genetic algorithm-based calibration procedure for hysteresis loops in timber structures","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Optical measurement and interference techniques","field":"Computer Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada; Alberta Innovates; University of Alberta","keywords":"Hysteresis; Stiffness; Calibration; Robustness (evolution); Dissipation; Initialization; Genetic algorithm","score_opus":0.00942109033218671,"score_gpt":0.2413108411079602,"score_spread":0.23188975077577348,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415447792","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.027731106,0.00007631039,0.96848583,0.000057706187,0.00002124245,0.00008152643,0.000041376115,0.0015425623,0.0019623528],"genre_scores_gemma":[0.50467134,0.00007839494,0.49276653,0.00009326345,0.000010548946,0.00028041584,0.00019166918,0.00024536077,0.0016624724],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99951935,0.00010347879,0.000021521046,0.00014285193,0.00016931392,0.00004345182],"domain_scores_gemma":[0.9994542,0.00020002743,0.00009020182,0.00008457232,0.00015572924,0.00001534324],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007716461,0.0009137509,0.00049530127,0.0009811322,0.00048415147,0.00055922405,0.0010779713,0.00090715673,0.001743651],"category_scores_gemma":[0.002597992,0.0003840491,0.00068621064,0.00047473842,0.00047055428,0.00057564717,0.0006891618,0.00084735174,0.000379762],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004036587,0.00006847469,0.002045998,0.000072275696,0.000044123688,0.000096553005,0.0001235469,0.81303316,0.017088706,0.005521479,0.0007069832,0.16115835],"study_design_scores_gemma":[0.000007437532,0.000026534934,0.00037856825,0.000008871305,0.0000074548593,0.00002956101,0.000012697867,0.9925719,0.0047338344,0.0014136379,0.00080023025,0.000009387586],"about_ca_topic_score_codex":0.0055563366,"about_ca_topic_score_gemma":0.0048624473,"teacher_disagreement_score":0.0055563366,"about_ca_system_score_codex":0.00070080295,"about_ca_system_score_gemma":0.0014008544,"threshold_uncertainty_score":0.011048019},"labels":[],"label_agreement":null},{"id":"W4415642759","doi":"10.1016/j.engstruct.2025.121595","title":"Seismic risk assessment of isolated highway bridges with high damping rubber bearings considering temperature variations","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Okanagan University College; University of British Columbia, Okanagan Campus","funders":"National Natural Science Foundation of China","keywords":"Fragility; Seismic risk; Resilience (materials science); Bearing (navigation); Risk assessment; Intensity (physics); Incremental Dynamic Analysis","score_opus":0.002466732820888673,"score_gpt":0.19940483450901453,"score_spread":0.19693810168812587,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415642759","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96702564,0.00013476115,0.030113973,0.000084337094,0.000008937805,0.000017739709,0.00006581347,0.000053234482,0.0024955594],"genre_scores_gemma":[0.9987949,0.000029324547,0.00061770494,0.0000020133266,0.0000032827638,0.0000029917937,0.000020666366,0.0000039542933,0.0005250158],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998123,0.00006553702,0.000005466084,0.000027629492,0.00004701051,0.00004206659],"domain_scores_gemma":[0.99942684,0.00028366182,0.00012981512,0.00002313352,0.00009229664,0.000044198892],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00053385895,0.0008021318,0.00046741465,0.0005469084,0.00022875147,0.0005345736,0.0005034198,0.0008001035,0.0009721043],"category_scores_gemma":[0.000971168,0.0002942036,0.00048390325,0.00028922237,0.00032096312,0.0005747925,0.0005123878,0.00027692146,0.00014224551],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00027776865,0.00006154458,0.005874883,0.00002998837,0.00005669309,0.0004048515,0.000035840963,0.98026615,0.0070036715,0.00089867186,0.00013430399,0.004955628],"study_design_scores_gemma":[0.000004222322,0.00010880814,0.0043905606,0.0000026146258,0.00003782565,0.00004825142,0.000042493983,0.9937376,0.0012960259,0.00028022207,0.00004488554,0.0000064840674],"about_ca_topic_score_codex":0.003244091,"about_ca_topic_score_gemma":0.0031871232,"teacher_disagreement_score":0.003244091,"about_ca_system_score_codex":0.000444327,"about_ca_system_score_gemma":0.00039276993,"threshold_uncertainty_score":0.0064504147},"labels":[],"label_agreement":null},{"id":"W4415666883","doi":"10.1016/j.engstruct.2025.121638","title":"Seismic resilience of RC structures with shape memory alloys: Past and new perspectives","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"University of British Columbia; King Fahd University of Petroleum and Minerals","keywords":"SMA*; Shape-memory alloy; Resilience (materials science); Pseudoelasticity; CLARITY; Stiffness; Residual; Energy (signal processing)","score_opus":0.003270948820546356,"score_gpt":0.1918341408082776,"score_spread":0.18856319198773125,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415666883","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0065798247,0.9863886,0.0015799043,0.0010620803,0.0001864263,0.0000076648,0.000051415005,0.000027635613,0.004116481],"genre_scores_gemma":[0.054705907,0.9406549,0.0022502288,0.0004704054,0.00031588526,0.00001894192,0.000069644935,0.000016236936,0.001497825],"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9996432,0.00007538947,0.000045282042,0.00007449148,0.00011951399,0.00004211852],"domain_scores_gemma":[0.99921346,0.00044735085,0.00011637797,0.000032690205,0.00015956057,0.00003043667],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012662653,0.0006244465,0.0009392627,0.001052555,0.00028958987,0.0014263897,0.0007281524,0.0013374164,0.0024450864],"category_scores_gemma":[0.001279444,0.0003729524,0.0006744723,0.00092000805,0.00072032405,0.0021638945,0.0007131189,0.0009812055,0.00057535345],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002696016,0.00013318934,0.0021153998,0.04486997,0.00029023172,0.0008750392,0.00083811383,0.010230562,0.036887538,0.04685368,0.009297703,0.84733903],"study_design_scores_gemma":[0.000020085849,0.0010118099,0.0035198338,0.008941773,0.0005195551,0.0015011749,0.001269287,0.003685113,0.020968521,0.020247653,0.9381987,0.000116585004],"about_ca_topic_score_codex":0.0012328875,"about_ca_topic_score_gemma":0.002040032,"teacher_disagreement_score":0.0024450864,"about_ca_system_score_codex":0.0006208171,"about_ca_system_score_gemma":0.0011360851,"threshold_uncertainty_score":0.008179605},"labels":[],"label_agreement":null},{"id":"W4415713313","doi":"10.1016/j.engstruct.2025.121624","title":"Hybrid finite element for the analysis of members with I cross-sections","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Finite element method; Stress (linguistics); Transverse plane; Stress field; Beam (structure); Displacement field; Timoshenko beam theory; Traction (geology); Boundary value problem; Mixed finite element method","score_opus":0.00446428375589672,"score_gpt":0.23285335365625284,"score_spread":0.22838906990035612,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415713313","genre_codex":"methods","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":null,"domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.021062154,0.00007208908,0.9759069,0.00003593157,0.000018159066,0.000023973533,0.000056058925,0.00021555324,0.0026091824],"genre_scores_gemma":[0.6213018,0.00016544075,0.3682413,0.00009647811,0.000031230255,0.00035294364,0.00028569097,0.00030898498,0.009216208],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998549,0.000046686982,0.0000053689696,0.0000158168,0.00006154007,0.000015667438],"domain_scores_gemma":[0.99955827,0.00029111904,0.000024457222,0.000045586865,0.00005644079,0.000024101986],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00047061263,0.00041357425,0.00055789016,0.0005717378,0.00037575403,0.00045559419,0.0011768882,0.00095431105,0.0042714598],"category_scores_gemma":[0.0007562876,0.00047055478,0.00059000176,0.00039147784,0.0005695438,0.00061081996,0.0007844645,0.00073050056,0.000784164],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000089206675,0.00009429196,0.0009150352,0.000089202505,0.00006388393,0.00007469749,0.00010872797,0.9241513,0.0127724195,0.023813581,0.0008026955,0.037024938],"study_design_scores_gemma":[0.0000036615547,0.000011908791,0.00007433092,0.000004759273,0.0000026076998,0.000010867075,0.000008839403,0.9970312,0.0006834702,0.0017236132,0.00044159646,0.0000032121968],"about_ca_topic_score_codex":0.0019533993,"about_ca_topic_score_gemma":0.002509067,"teacher_disagreement_score":0.0042714598,"about_ca_system_score_codex":0.0003615449,"about_ca_system_score_gemma":0.00042443164,"threshold_uncertainty_score":0.014289439},"labels":[],"label_agreement":null},{"id":"W4415813739","doi":"10.1016/j.engstruct.2025.121685","title":"Codification and research for mass timber buildings in selected seismic regions: An overview","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Natural Resources Canada; Natural Sciences and Engineering Research Council of Canada","keywords":"Cross laminated timber; Seismic analysis; Critical mass (sociodynamics); Building code; Best practice; Green building","score_opus":0.0455161071315518,"score_gpt":0.3155321515976578,"score_spread":0.270016044466106,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415813739","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.061856948,0.71530765,0.06977583,0.0043177423,0.0005149978,0.0002536735,0.00052156515,0.00016656525,0.14728498],"genre_scores_gemma":[0.19952811,0.6832074,0.073832415,0.00075247936,0.00048374143,0.00016226874,0.0009816736,0.000114340204,0.040937666],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9991696,0.00015392658,0.0000946564,0.00020530561,0.00023064976,0.00014589052],"domain_scores_gemma":[0.99899274,0.00037445343,0.00016834328,0.00009495996,0.0003151849,0.00005426665],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013509928,0.0010180963,0.0008914338,0.0049196617,0.0008229276,0.004846341,0.0016906455,0.0016558454,0.005730165],"category_scores_gemma":[0.0017388749,0.00055872195,0.00096441666,0.008190694,0.0022348196,0.0034875746,0.0015735368,0.0012446193,0.0011037209],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000076597826,0.00020479162,0.005044224,0.004351755,0.000043626776,0.00015133386,0.0012165476,0.0066278307,0.00296126,0.102568515,0.003016537,0.87373686],"study_design_scores_gemma":[0.000019403584,0.00046034929,0.039347358,0.012254085,0.00012396456,0.0011930256,0.009243321,0.0132533945,0.008547778,0.07002643,0.845382,0.00014894712],"about_ca_topic_score_codex":0.020526337,"about_ca_topic_score_gemma":0.039061006,"teacher_disagreement_score":0.020526337,"about_ca_system_score_codex":0.0044269953,"about_ca_system_score_gemma":0.004665016,"threshold_uncertainty_score":0.040813744},"labels":[],"label_agreement":null},{"id":"W4416114749","doi":"10.1016/j.engstruct.2025.121683","title":"Cyclic performance of pre-engineered beam-column connections for mass timber and hybrid mass timber-steel structures","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"Natural Sciences and Engineering Research Council of Canada; Mitacs","keywords":"Interlocking; Collar; Welding; Stiffness; Rotation (mathematics); Shear (geology); Connection (principal bundle); Carrying capacity","score_opus":0.00445987765746558,"score_gpt":0.19238390398846086,"score_spread":0.18792402633099528,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416114749","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99860483,0.00012635818,0.000802554,0.0000076050037,0.000018833483,0.000010737281,0.00007643872,0.00005085002,0.0003018071],"genre_scores_gemma":[0.9981906,0.0000591898,0.00098619,0.000007107041,0.0000032926257,0.000011815852,0.00011179543,0.000015923002,0.0006141239],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99962735,0.000056511853,0.000035475587,0.000069810245,0.00014673221,0.0000640693],"domain_scores_gemma":[0.99913186,0.00016784456,0.00020364216,0.00011926015,0.00028089114,0.00009649879],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044195718,0.0005868764,0.00019189951,0.00041336752,0.00022497532,0.00019775685,0.00039552807,0.00034171846,0.0016956297],"category_scores_gemma":[0.0010913048,0.00019952602,0.00021050277,0.0002635618,0.0002786477,0.00031309156,0.000256129,0.0002923158,0.00029694915],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00038127977,0.000088208246,0.0075368513,0.00017330822,0.000021981807,0.00025961897,0.0002916584,0.004879194,0.96851504,0.00008489581,0.00029237525,0.017475758],"study_design_scores_gemma":[0.000027244532,0.0061294325,0.09646683,0.00004511733,0.00006667222,0.00032579785,0.00043243248,0.011082436,0.88196397,0.000048018625,0.0033555862,0.000056514626],"about_ca_topic_score_codex":0.00085565116,"about_ca_topic_score_gemma":0.004315735,"teacher_disagreement_score":0.0016956297,"about_ca_system_score_codex":0.00025128762,"about_ca_system_score_gemma":0.00018454035,"threshold_uncertainty_score":0.005672455},"labels":[],"label_agreement":null},{"id":"W4416210508","doi":"10.1016/j.engstruct.2025.121745","title":"Numerical study of the behaviour of hollow unreinforced concrete masonry subject to eccentric axial load and examination of North American design standard provisions","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Masonry; Flexural strength; Stiffness; Compression (physics); Numerical analysis; Compressive strength; Computer simulation","score_opus":0.005007509762631533,"score_gpt":0.2093131228837324,"score_spread":0.20430561312110088,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416210508","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9867504,0.00005825103,0.0069274274,0.000060949,0.000010653264,0.000021691143,0.00013162762,0.00009783442,0.0059410725],"genre_scores_gemma":[0.99644417,0.00003148629,0.0021303701,0.0000072715616,0.000001603365,0.000013894937,0.00005628067,0.000008189121,0.0013068483],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997999,0.000035353456,0.000013401496,0.00002880571,0.000081612096,0.000040981642],"domain_scores_gemma":[0.9994282,0.0002771417,0.00010965447,0.000061060666,0.00008167991,0.00004222733],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004284661,0.00032795584,0.00043731963,0.0004439449,0.00043798526,0.00041944673,0.00043734442,0.00094463344,0.0019808486],"category_scores_gemma":[0.0011572217,0.00023919399,0.00041584964,0.00036339514,0.0008274643,0.0002742679,0.00032649087,0.0003012573,0.0002272825],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012061274,0.00006765949,0.0052654534,0.00006597458,0.000012211242,0.00028145008,0.00013099196,0.97077054,0.018540654,0.00090542244,0.00022518818,0.0036137043],"study_design_scores_gemma":[0.00001134132,0.00013215773,0.0039045864,0.000010313614,0.0000069058733,0.000055058084,0.00008571117,0.9914248,0.003964683,0.0001491237,0.0002444338,0.000010804071],"about_ca_topic_score_codex":0.008495596,"about_ca_topic_score_gemma":0.008559698,"teacher_disagreement_score":0.008495596,"about_ca_system_score_codex":0.00051541254,"about_ca_system_score_gemma":0.0005176925,"threshold_uncertainty_score":0.016892314},"labels":[],"label_agreement":null},{"id":"W4416432323","doi":"10.1016/j.engstruct.2025.121810","title":"Enhancing shear performance in UHPC beams through strategic fiber and stirrup integration","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"Grant Foundation; PNC Foundation; American Concrete Institute; American Concrete Institute Foundation","keywords":"Stirrup; Shear (geology); Reinforcement; Fiber; Transverse plane; Shear stress","score_opus":0.007707980716093298,"score_gpt":0.22140292324502997,"score_spread":0.21369494252893667,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416432323","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9925645,0.00019138382,0.006333517,0.000007540736,0.000007146306,0.000016331403,0.000041144587,0.00007306492,0.00076545356],"genre_scores_gemma":[0.9909836,0.00013688984,0.008282101,0.0000084357625,0.0000023897815,0.000014597058,0.00004225253,0.000014514102,0.0005152427],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99968743,0.00003929531,0.000018427341,0.000059414848,0.00014145889,0.0000539688],"domain_scores_gemma":[0.9996562,0.000055352648,0.0001211476,0.000031741125,0.000100677986,0.000034814624],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00052809395,0.00064429105,0.00025908684,0.000517821,0.0002011608,0.00029027293,0.00036165453,0.00028381246,0.0011455494],"category_scores_gemma":[0.0004853739,0.00023478476,0.00027779143,0.00029248893,0.00029986666,0.0004147435,0.00036904495,0.00028279607,0.0002605593],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00022036734,0.00007208226,0.0022514316,0.00009969242,0.000014223853,0.00004511511,0.000054505377,0.0049479236,0.98120743,0.00014147909,0.000034019125,0.0109117115],"study_design_scores_gemma":[0.0000128484935,0.001187777,0.0076551978,0.00001628793,0.000032000324,0.000054625027,0.00006568984,0.007894615,0.9820784,0.00003844729,0.00094990904,0.000014316509],"about_ca_topic_score_codex":0.0011537172,"about_ca_topic_score_gemma":0.004238642,"teacher_disagreement_score":0.0011537172,"about_ca_system_score_codex":0.00029133394,"about_ca_system_score_gemma":0.00032195638,"threshold_uncertainty_score":0.003832221},"labels":[],"label_agreement":null},{"id":"W4417155156","doi":"10.1016/j.engstruct.2025.121896","title":"Structural behavior of RC beams strengthened with UHPFRC layers incorporating a new tension stiffening factor","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Innovative concrete reinforcement materials","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Stiffening; Beam (structure); Ductility (Earth science); Stiffness; Fiber-reinforced concrete; Tension (geology); Fiber","score_opus":0.00809608061202099,"score_gpt":0.21597468623297872,"score_spread":0.20787860562095772,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4417155156","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99494356,0.00017271239,0.0045444868,0.000008454888,0.0000045655747,0.000009012095,0.00002728509,0.000042284846,0.0002476233],"genre_scores_gemma":[0.9951316,0.00009001132,0.004426684,0.0000074356785,0.0000017307499,0.0000068584545,0.00003269687,0.000006855185,0.000296122],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99950814,0.00005257712,0.000027634182,0.00008151656,0.00026382843,0.00006631125],"domain_scores_gemma":[0.9992969,0.00015330639,0.0002024652,0.000093037095,0.00020931411,0.000044899058],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00091586064,0.0006121776,0.00025241091,0.00047477393,0.00017020704,0.00016541066,0.00044078397,0.00045562137,0.00052548165],"category_scores_gemma":[0.00083822774,0.00030604663,0.00028693696,0.00018029581,0.00046161996,0.00046925666,0.0002718053,0.00027338156,0.00020013594],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00006594174,0.000017353474,0.002362395,0.000030532778,0.000009523076,0.000041237676,0.000054903107,0.0026251427,0.9913372,0.000056407538,0.000013756572,0.0033856195],"study_design_scores_gemma":[0.0000068082495,0.00069404853,0.017313875,0.000011740301,0.000036449255,0.00012995137,0.00006540937,0.017258639,0.963837,0.000024097966,0.00060500327,0.000017039683],"about_ca_topic_score_codex":0.0016498081,"about_ca_topic_score_gemma":0.0050460603,"teacher_disagreement_score":0.0016498081,"about_ca_system_score_codex":0.00035010302,"about_ca_system_score_gemma":0.00023734909,"threshold_uncertainty_score":0.0048435926},"labels":[],"label_agreement":null},{"id":"W4417220180","doi":"10.1016/j.engstruct.2025.121894","title":"Investigation of the uplift load path within the gable roof of a wood-frame residential building using a full-scale wind tunnel and non-linear finite element modelling","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada; Institute for Catastrophic Loss Reduction","keywords":"Gable; Truss; Roof; Finite element method; Stiffness; Aerodynamics; Wind tunnel; Wind engineering","score_opus":0.00766883316823263,"score_gpt":0.20129415087685515,"score_spread":0.1936253177086225,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4417220180","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99756455,0.000007530136,0.0021121933,0.0000039318306,0.0000010921332,0.000010201068,0.000051597326,0.000032367767,0.00021659551],"genre_scores_gemma":[0.99738294,0.000016274125,0.002322179,0.0000016006752,5.1519635e-7,0.000009855161,0.00007573518,0.000004461897,0.00018647891],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999242,0.000010777901,0.0000050582016,0.000014268353,0.000032816133,0.000013036387],"domain_scores_gemma":[0.99981743,0.00007842343,0.000025612326,0.000026284997,0.000027665283,0.000024640953],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025980617,0.0003293941,0.00024323216,0.0003736809,0.00020956475,0.0003072863,0.00031433185,0.00037092247,0.0006204001],"category_scores_gemma":[0.00029899142,0.00018552605,0.00026490504,0.00017515669,0.00031906454,0.00022872705,0.00019857178,0.00021795239,0.0001239018],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00037446257,0.0007703574,0.050302222,0.00023864851,0.000055152752,0.00093335065,0.0008343195,0.49195132,0.41837358,0.00061415345,0.00017459676,0.035377935],"study_design_scores_gemma":[0.000027842707,0.0011631044,0.10250189,0.000020589274,0.000026101605,0.00021457669,0.0005561008,0.8501316,0.044601407,0.00017983076,0.0005310844,0.000045927503],"about_ca_topic_score_codex":0.0031892997,"about_ca_topic_score_gemma":0.0072283824,"teacher_disagreement_score":0.0031892997,"about_ca_system_score_codex":0.00016250923,"about_ca_system_score_gemma":0.00029937277,"threshold_uncertainty_score":0.0063414574},"labels":[],"label_agreement":null},{"id":"W4417224070","doi":"10.1016/j.engstruct.2025.121699","title":"Effect of surface profile on the bond strength of lap spliced GFRP bars in concrete beams","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Bond strength; Fibre-reinforced plastic; splice; Transverse plane; Bar (unit); Reinforcement","score_opus":0.0029392133680075194,"score_gpt":0.21259466160639842,"score_spread":0.2096554482383909,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4417224070","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990227,0.0000480832,0.0007558067,0.0000017865144,0.0000015607181,0.0000026927369,0.000049100578,0.000014233497,0.00010399471],"genre_scores_gemma":[0.99913967,0.000036190366,0.0006408995,0.0000024960686,5.3349714e-7,0.000002660332,0.00009182532,0.0000048545494,0.000080870115],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99956757,0.00006803858,0.000029636416,0.00011282316,0.00017615393,0.000045794743],"domain_scores_gemma":[0.99898356,0.00035898347,0.00020319119,0.00013194254,0.00027919718,0.000043171804],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007446769,0.0003815859,0.0002790406,0.00043107616,0.000177624,0.0002588187,0.00024992952,0.0004081421,0.00046187235],"category_scores_gemma":[0.0013887692,0.00028406124,0.00042391932,0.00023560665,0.00030773485,0.0002685366,0.00030785165,0.00024754633,0.00018219576],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00097327883,0.00021970776,0.18933368,0.0001754256,0.00013137968,0.00048093963,0.00020815979,0.07173285,0.6700211,0.00011091136,0.00018358111,0.066429034],"study_design_scores_gemma":[0.0000134633665,0.0028421835,0.444629,0.000029648982,0.00013561879,0.00034604053,0.00034630264,0.10109188,0.44995365,0.00010571041,0.00045055192,0.000055974928],"about_ca_topic_score_codex":0.0019365787,"about_ca_topic_score_gemma":0.0048357323,"teacher_disagreement_score":0.0019365787,"about_ca_system_score_codex":0.0001991292,"about_ca_system_score_gemma":0.00017065671,"threshold_uncertainty_score":0.0039382577},"labels":[],"label_agreement":null},{"id":"W4417256236","doi":"10.1016/j.engstruct.2025.121899","title":"Experimental evaluation of mass timber composite panel connections: screw-glued, glue pressed, and SHARP metal","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"University of Waterloo; Natural Sciences and Engineering Research Council of Canada; Mitacs; Simpson Strong-Tie","keywords":"Stiffness; Shear (geology); Composite number; Stress (linguistics); Shear stress; GLUE; Shear strength (soil)","score_opus":0.01841812919597739,"score_gpt":0.24006395501733163,"score_spread":0.22164582582135425,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4417256236","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99654514,0.00019599803,0.0025712228,0.00000777145,0.000023356533,0.0000424021,0.00009637259,0.00005761864,0.00046006372],"genre_scores_gemma":[0.99232966,0.00019864019,0.0061776885,0.000021813185,0.000010827988,0.000072598574,0.0001444795,0.00004613634,0.0009981834],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999132,0.00012469522,0.0000681632,0.00020772264,0.000385446,0.00008207886],"domain_scores_gemma":[0.9987036,0.0002849057,0.00026757875,0.00017724495,0.00043300106,0.00013361094],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00083315605,0.0013899859,0.00041607983,0.0005974211,0.00044309828,0.00027700912,0.0005287741,0.00059903803,0.0025233978],"category_scores_gemma":[0.001326194,0.00044845496,0.0003301694,0.00051990314,0.0005002946,0.00046921504,0.00048583126,0.0005938083,0.0004178004],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015556368,0.000058969068,0.0010190097,0.00012044165,0.0000102824315,0.00012719996,0.00016001229,0.0005497534,0.9942007,0.000023546283,0.000042359028,0.0035321633],"study_design_scores_gemma":[0.000017291852,0.0029522094,0.02545168,0.000021694674,0.000054005377,0.0002678821,0.00022774917,0.0020327435,0.96785754,0.000032895536,0.0010572651,0.000027049173],"about_ca_topic_score_codex":0.00046719043,"about_ca_topic_score_gemma":0.0019692115,"teacher_disagreement_score":0.0025233978,"about_ca_system_score_codex":0.0002140622,"about_ca_system_score_gemma":0.00020670235,"threshold_uncertainty_score":0.008441567},"labels":[],"label_agreement":null},{"id":"W4417451837","doi":"10.1016/j.engstruct.2025.121833","title":"Prestress strengthening of ultra-high performance concrete beams using iron-based shape memory alloy strips","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Alberta Innovates; Natural Sciences and Engineering Research Council of Canada; Mitacs; University of Calgary","keywords":"Cracking; Deflection (physics); Stiffness; Welding; Flexural strength; Jacking; Ultimate load; STRIPS","score_opus":0.0064036987830908216,"score_gpt":0.20783700578344705,"score_spread":0.20143330700035622,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4417451837","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99739265,0.000092176444,0.0013325538,0.000012137176,0.000005808882,0.0000023652683,0.00000858101,0.000022412167,0.0011312434],"genre_scores_gemma":[0.99857104,0.00003672766,0.0006065109,0.0000034055936,0.0000010918284,0.0000011849266,0.000009601169,0.0000028347165,0.0007675144],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999933,0.0000111826375,0.0000026037967,0.00000847635,0.000029103228,0.000015573185],"domain_scores_gemma":[0.99987483,0.000023852128,0.000034874047,0.00001576531,0.000032402255,0.00001824371],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015518512,0.0002035395,0.00016989962,0.00022384962,0.00016334145,0.00015515374,0.00037762406,0.00020229255,0.0010421288],"category_scores_gemma":[0.00020824137,0.00014349735,0.00012791606,0.00012912194,0.00026615872,0.00017668145,0.00017953567,0.00015877014,0.00013027595],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00036868543,0.00007558577,0.0013141969,0.00006376766,0.000020682217,0.00013893233,0.00009520219,0.022389187,0.9667505,0.00075349276,0.0001617951,0.007868095],"study_design_scores_gemma":[0.00004792719,0.0011755138,0.0180491,0.000028308155,0.000048576752,0.00012005113,0.00014423126,0.15293868,0.8255419,0.00030178952,0.0015856434,0.00001818346],"about_ca_topic_score_codex":0.00091615657,"about_ca_topic_score_gemma":0.0029680792,"teacher_disagreement_score":0.0010421288,"about_ca_system_score_codex":0.00014650461,"about_ca_system_score_gemma":0.00017128044,"threshold_uncertainty_score":0.0034862757},"labels":[],"label_agreement":null},{"id":"W591114114","doi":"10.1016/j.engstruct.2015.06.012","title":"Dynamic behaviour of concrete filled FRP tubes subjected to impact loading","year":2015,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":78,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University; Royal Military College of Canada","funders":"Natural Sciences and Engineering Research Council of Canada; Cystic Fibrosis Foundation Therapeutics","keywords":"Fibre-reinforced plastic; Reinforcement; Materials science; Spall; Structural engineering; Composite material; Flexural strength; Tube (container); Core (optical fiber); Engineering","score_opus":0.007918198231631169,"score_gpt":0.23940149029770144,"score_spread":0.23148329206607027,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W591114114","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9976173,0.00004567938,0.00046224424,0.000020894804,0.0000079067195,0.000008722802,0.0001904228,0.000044672655,0.001602178],"genre_scores_gemma":[0.9981604,0.000048186786,0.0001407457,0.000008142998,0.0000019955178,0.0000061934247,0.00016547386,0.000010329352,0.0014586378],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999767,0.000021721504,0.000010647045,0.00003685816,0.00009227691,0.000071559836],"domain_scores_gemma":[0.99962294,0.00015818689,0.000056029603,0.000021471775,0.00006914998,0.00007224347],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018211533,0.00037712973,0.00043293615,0.0007071236,0.0005101334,0.00038884504,0.00047680255,0.00084475713,0.005634057],"category_scores_gemma":[0.0007026905,0.00031904568,0.0003053559,0.0005196936,0.0010192416,0.00036521553,0.00041454448,0.00047232353,0.0005430865],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0034101726,0.00036692122,0.008245549,0.00023209547,0.00005501963,0.0026936426,0.0011539981,0.09006149,0.88078153,0.00088542554,0.0006787393,0.011435378],"study_design_scores_gemma":[0.00007443559,0.002309868,0.17541717,0.000109844405,0.00009212332,0.00072737026,0.0017452957,0.28329584,0.5329987,0.0004793475,0.002608797,0.00014124127],"about_ca_topic_score_codex":0.004306076,"about_ca_topic_score_gemma":0.0034233823,"teacher_disagreement_score":0.005634057,"about_ca_system_score_codex":0.00042644783,"about_ca_system_score_gemma":0.00031734144,"threshold_uncertainty_score":0.018847823},"labels":[],"label_agreement":null},{"id":"W644463906","doi":"10.1016/j.engstruct.2015.06.001","title":"The nonlinear peak response distribution of structure–TLD systems during common wind events","year":2015,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Vibration Control and Rheological Fluids","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University; Rowan Williams Davies & Irwin (Canada)","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Slosh dynamics; Nonlinear system; Mechanics; Physics; Probability density function; Displacement (psychology); Wave height; Amplitude; Mode (computer interface); Rayleigh distribution; Wave loading; Rayleigh scattering; Mathematics; Optics; Engineering; Statistics","score_opus":0.005867894222576753,"score_gpt":0.1985203303321115,"score_spread":0.19265243610953475,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W644463906","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99547017,0.00003019363,0.0023069102,0.000025786037,0.0000061960363,0.000010972242,0.00012726452,0.000056876925,0.0019657745],"genre_scores_gemma":[0.9995784,0.000005976657,0.00010253907,0.0000031351437,0.0000011456121,0.0000023376328,0.000057091507,0.0000052345836,0.0002440819],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999144,0.000008124156,0.0000034681682,0.000018943712,0.000025858435,0.00002924617],"domain_scores_gemma":[0.9996699,0.00012429872,0.000037763297,0.000026335916,0.00008298475,0.000058709404],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013212523,0.00016434805,0.0001552517,0.0005527934,0.00028970835,0.00020024263,0.00018264625,0.0002759742,0.0028896017],"category_scores_gemma":[0.0006560526,0.00010586448,0.00014124156,0.000238501,0.00019966325,0.000244227,0.00024534212,0.0002719642,0.0003519541],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0049089896,0.0007700707,0.21070968,0.0003986184,0.00019232316,0.0024600935,0.0015053102,0.08575923,0.57891744,0.0013749824,0.0031176268,0.10988567],"study_design_scores_gemma":[0.000029546869,0.00068112294,0.7041856,0.00002980708,0.000035702447,0.0004942678,0.0007750271,0.25415713,0.037902772,0.00030856684,0.00135556,0.000044849454],"about_ca_topic_score_codex":0.0028941184,"about_ca_topic_score_gemma":0.0035310509,"teacher_disagreement_score":0.0028941184,"about_ca_system_score_codex":0.00021321765,"about_ca_system_score_gemma":0.000103888386,"threshold_uncertainty_score":0.009666681},"labels":[],"label_agreement":null},{"id":"W7081959009","doi":"10.1016/j.engstruct.2025.121322","title":"Transition of shear failure mechanism for non-stirrup ultra-high performance concrete (UHPC) beams: Experiments and predictions","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Geochemistry and Geologic Mapping","field":"Computer Science","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"PNC Foundation; American Concrete Institute; American Concrete Institute Foundation","keywords":"Shear (geology); Arch; Cracking; Failure mechanism; Transition point; Deflection (physics)","score_opus":0.004087893697152614,"score_gpt":0.1954967460426035,"score_spread":0.19140885234545088,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7081959009","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9919457,0.00012361408,0.006947605,0.000024399784,0.0000049863906,0.000056486908,0.00015956046,0.000089481066,0.0006482454],"genre_scores_gemma":[0.996924,0.000110461646,0.002509776,0.000008111424,0.000001251748,0.00003103558,0.000099166304,0.00000705011,0.00030905637],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99964297,0.000036574005,0.00002269977,0.000088419634,0.00015236351,0.000056970857],"domain_scores_gemma":[0.99938476,0.00021975885,0.00010744514,0.00009242558,0.00015679133,0.000038843307],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011908539,0.0006610054,0.00039000146,0.00061951147,0.00032435576,0.0003091785,0.0010130507,0.0011306286,0.0015994833],"category_scores_gemma":[0.0012114402,0.0004025265,0.0006376481,0.0002834509,0.0006327357,0.0009056527,0.00041996184,0.00050664,0.00034140682],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008608808,0.0007147905,0.06345032,0.00045008113,0.00004475005,0.00081630587,0.00058832375,0.35219574,0.55080956,0.0010235045,0.00040816033,0.028637508],"study_design_scores_gemma":[0.000036688773,0.0009846706,0.036839467,0.000040458843,0.00003225725,0.00012524873,0.0002249342,0.74852383,0.21229263,0.00044112827,0.00041094102,0.000047661077],"about_ca_topic_score_codex":0.0035147504,"about_ca_topic_score_gemma":0.0046115504,"teacher_disagreement_score":0.0035147504,"about_ca_system_score_codex":0.0005286492,"about_ca_system_score_gemma":0.0004989152,"threshold_uncertainty_score":0.006988585},"labels":[],"label_agreement":null},{"id":"W7083307730","doi":"10.1016/j.engstruct.2025.121327","title":"Second order effects on lateral torsional buckling of beam-columns","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Insurance, Mortality, Demography, Risk Management","field":"Social Sciences","cited_by":1,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Buckling; Catenary; Nonlinear system; Shell (structure); Beam (structure); Bending; Finite element method; Eigenvalues and eigenvectors; Bending moment","score_opus":0.003103040047893341,"score_gpt":0.24835064882508165,"score_spread":0.24524760877718832,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7083307730","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98627067,0.00024400419,0.004663506,0.00016057464,0.000036712307,0.000010771381,0.00017746825,0.00007137869,0.00836497],"genre_scores_gemma":[0.99678683,0.000061270955,0.0001626886,0.000018360824,0.000007090011,0.000004428116,0.000039898947,0.000023337168,0.0028960202],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996444,0.0000691278,0.000012265681,0.000035321336,0.000061382125,0.00017744779],"domain_scores_gemma":[0.99755704,0.0015027212,0.00026210208,0.00015634527,0.00024806996,0.0002737447],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043644526,0.00032777144,0.0005018579,0.0009038838,0.00038123483,0.0009715771,0.00039643154,0.0006581233,0.010248718],"category_scores_gemma":[0.0035542736,0.0003147865,0.0005930982,0.0004008038,0.0007143292,0.00054721296,0.00074374786,0.000688717,0.00053635566],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0010497893,0.00037974262,0.029310249,0.00029885198,0.0001707349,0.0018521877,0.00047116337,0.8225316,0.10604781,0.01774002,0.0012825747,0.018865393],"study_design_scores_gemma":[0.000035867604,0.0002446713,0.087112196,0.000026620908,0.000056911846,0.00023765975,0.00026189137,0.8928594,0.015230873,0.003378395,0.0004708285,0.00008471289],"about_ca_topic_score_codex":0.0068234154,"about_ca_topic_score_gemma":0.0073887454,"teacher_disagreement_score":0.010248718,"about_ca_system_score_codex":0.0005645264,"about_ca_system_score_gemma":0.00057307153,"threshold_uncertainty_score":0.034285367},"labels":[],"label_agreement":null},{"id":"W7084499424","doi":"10.1016/j.engstruct.2025.121496","title":"3D-printed multi-functional sinusoidal metamaterials for simultaneous vibration isolation and electricity generation","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Smoking Behavior and Cessation","field":"Medicine","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"Natural Sciences and Engineering Research Council of Canada; Mitacs; University of Manitoba; Engineering and Physical Sciences Research Council; Research Manitoba","keywords":"Vibration isolation; Vibration; Electricity generation; Electricity; Piezoelectricity; Auxetics; Metamaterial; Bending; Energy harvesting","score_opus":0.017879002720200928,"score_gpt":0.27245075374953975,"score_spread":0.2545717510293388,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7084499424","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8278266,0.0011197752,0.16079502,0.00018566914,0.00021129654,0.00004505779,0.00017087442,0.0009886977,0.008656972],"genre_scores_gemma":[0.9501498,0.00019709593,0.04751719,0.000058284782,0.000016019407,0.000028271257,0.000059444552,0.00003076499,0.0019431764],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99990356,0.000011843198,0.000005446279,0.000020260599,0.000041993386,0.000016904261],"domain_scores_gemma":[0.9999194,0.000020567464,0.0000248148,0.000016316679,0.000010969817,0.000007934487],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007471815,0.0002630454,0.00013485536,0.00016971891,0.000064934786,0.00020785713,0.00024046053,0.00040919302,0.0006857991],"category_scores_gemma":[0.00013339838,0.00014470181,0.00024128408,0.00010971942,0.00014794366,0.0002408846,0.00023486449,0.0002529771,0.0003294657],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000015888687,0.000007992062,0.00006335324,0.000033731536,0.0000033365284,0.000066230525,0.000009059294,0.0008979811,0.992338,0.00042097343,0.00007642706,0.006067133],"study_design_scores_gemma":[0.000008448417,0.00007924244,0.00051460904,0.000002747281,0.000006838592,0.00022369601,0.00000948563,0.011246968,0.98510736,0.00016971397,0.0026213217,0.000009471998],"about_ca_topic_score_codex":0.000052386582,"about_ca_topic_score_gemma":0.00015730436,"teacher_disagreement_score":0.0006857991,"about_ca_system_score_codex":0.00014473274,"about_ca_system_score_gemma":0.00006927612,"threshold_uncertainty_score":0.0022942424},"labels":[],"label_agreement":null},{"id":"W7109140690","doi":"10.1016/j.engstruct.2025.121897","title":"Experimental testing and comparison with analytical methods for glued-in rods in cross-laminated timber","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University; University of British Columbia, Okanagan Campus; University of Waterloo","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Rod; Experimental data; Materials testing; Cross laminated timber","score_opus":0.017979447743812507,"score_gpt":0.33712595978065685,"score_spread":0.31914651203684435,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7109140690","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8768475,0.00094857963,0.116321705,0.00005899002,0.00014223925,0.00037103557,0.00035492817,0.00030827135,0.0046466626],"genre_scores_gemma":[0.95535135,0.00060125266,0.042093,0.000022859042,0.000015830943,0.00021390883,0.00017022401,0.000037902904,0.0014935872],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9980844,0.0003280967,0.00016814593,0.00027590123,0.0010455728,0.00009783689],"domain_scores_gemma":[0.99552226,0.0015047432,0.00072841276,0.0008106004,0.0013486373,0.00008531424],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0022360939,0.0010842538,0.00028771465,0.0011594208,0.00052011805,0.00034804555,0.0010954337,0.0006933114,0.0026360154],"category_scores_gemma":[0.0038684537,0.000350916,0.00037765573,0.0007468805,0.0008706129,0.0006512859,0.00049788645,0.00052008504,0.00053499464],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005932985,0.000860291,0.012367344,0.00095382455,0.000035284564,0.00057338434,0.001640139,0.033235252,0.8728718,0.0015589949,0.00043139167,0.074878976],"study_design_scores_gemma":[0.000076750104,0.009278093,0.03701577,0.00022327644,0.000107958,0.0009212073,0.0012550829,0.08933586,0.85471815,0.0010431202,0.0059071938,0.00011752383],"about_ca_topic_score_codex":0.00051446137,"about_ca_topic_score_gemma":0.0018016145,"teacher_disagreement_score":0.0026360154,"about_ca_system_score_codex":0.0003496102,"about_ca_system_score_gemma":0.00036203588,"threshold_uncertainty_score":0.01182574},"labels":[],"label_agreement":null},{"id":"W7109156938","doi":"10.1016/j.engstruct.2025.121903","title":"A novel self-centering high-rise RC core-tube suspended structure: Parametric and comparative seismic performance analyses","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Vibration Control and Rheological Fluids","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University","funders":"China Postdoctoral Science Foundation; Natural Science Foundation of Jiangsu Province; National Natural Science Foundation of China","keywords":"Parametric statistics; Dissipation; Residual; Damper; Seismic analysis; Finite element method; Frame (networking)","score_opus":0.023522101678846243,"score_gpt":0.2565230079292472,"score_spread":0.23300090625040096,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7109156938","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9271193,0.00013764272,0.06528214,0.00011327647,0.00005140185,0.000044560344,0.00008176633,0.0003535944,0.0068162503],"genre_scores_gemma":[0.98230284,0.000042117084,0.0146985,0.000016251277,0.000008105357,0.0000148762065,0.00006857558,0.000011927074,0.0028368665],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998939,0.000010234048,0.0000035216638,0.00002065421,0.0000570657,0.000014565144],"domain_scores_gemma":[0.99983287,0.000012010671,0.000035835255,0.000027506598,0.00004953157,0.00004213652],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012014965,0.00026484116,0.00031040565,0.00019970608,0.00032334554,0.00028099673,0.00088660285,0.0006294856,0.00095857354],"category_scores_gemma":[0.0001452289,0.00011512686,0.00023161377,0.00018966026,0.0003770866,0.00024017277,0.00029146954,0.00022847333,0.00042055556],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004147154,0.0002163391,0.0024599198,0.00011955815,0.000038632857,0.000689527,0.00014665484,0.05557646,0.90923494,0.003491072,0.00067329855,0.026938992],"study_design_scores_gemma":[0.00012110912,0.0034504973,0.013257665,0.000030515825,0.00009513083,0.00083171815,0.0001431089,0.7322867,0.24397227,0.00056634715,0.0051780837,0.000066795226],"about_ca_topic_score_codex":0.0010273531,"about_ca_topic_score_gemma":0.0013214911,"teacher_disagreement_score":0.0010273531,"about_ca_system_score_codex":0.00023904236,"about_ca_system_score_gemma":0.0004938843,"threshold_uncertainty_score":0.00320673},"labels":[],"label_agreement":null},{"id":"W7114913434","doi":"10.1016/j.engstruct.2025.121904","title":"Automated standardization of bridge inspection data using generative AI","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Infrastructure Maintenance and Monitoring","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada; Gina Cody School of Engineering and Computer Science, Concordia University","keywords":"Transformer; Generative grammar; Bridge (graph theory); Standardization; Benchmark (surveying); Baseline (sea); Process (computing); Natural language","score_opus":0.011082263259154106,"score_gpt":0.27620644245381865,"score_spread":0.2651241791946645,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7114913434","genre_codex":"methods","genre_gemma":"methods","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"methods","genre_consensus":"methods","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.022394601,0.00012782277,0.96294415,0.0001877698,0.000047156882,0.00026273268,0.0011217515,0.011109662,0.0018043726],"genre_scores_gemma":[0.35029626,0.00015163266,0.6363342,0.00031969036,0.000036523506,0.0006134263,0.009166012,0.00088690955,0.0021953483],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99488896,0.00135279,0.00037586835,0.0018484839,0.0013307098,0.0002032017],"domain_scores_gemma":[0.986876,0.006612419,0.00087458035,0.0034110073,0.0020835912,0.00014235155],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.004059218,0.001671284,0.0008803655,0.0034579637,0.0005602759,0.0017292587,0.0030246973,0.00088537077,0.0017490875],"category_scores_gemma":[0.020069359,0.00072820764,0.0020793937,0.002240964,0.0012891348,0.0029494269,0.0032573876,0.0022738837,0.0012546764],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028095517,0.0005610728,0.01883062,0.0005231609,0.00026233992,0.0005812921,0.001837631,0.21950719,0.03743759,0.01368618,0.009730064,0.69676185],"study_design_scores_gemma":[0.000027607695,0.000080707025,0.0044186707,0.000043741853,0.000043776745,0.00017823312,0.00024515754,0.95171076,0.018281445,0.01744168,0.007463795,0.00006438982],"about_ca_topic_score_codex":0.017106952,"about_ca_topic_score_gemma":0.022377446,"teacher_disagreement_score":0.017106952,"about_ca_system_score_codex":0.0015984777,"about_ca_system_score_gemma":0.00238059,"threshold_uncertainty_score":0.03401476},"labels":[],"label_agreement":null},{"id":"W7117119948","doi":"10.1016/j.engstruct.2025.121911","title":"DEM modeling of the in-plane response of unreinforced masonry walls: Modeling strategies, fracture behavior, and implications","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"Science and Engineering Research Board","keywords":"Masonry; Voronoi diagram; Unreinforced masonry building; Discrete element method; Mortar; Cracking","score_opus":0.006440470808159413,"score_gpt":0.21928619887680006,"score_spread":0.21284572806864066,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7117119948","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7821181,0.00037638575,0.17663363,0.00050554913,0.00007074915,0.0000632186,0.0010626882,0.00051744236,0.038652256],"genre_scores_gemma":[0.9898113,0.00015610365,0.0066762893,0.000028520426,0.00001065641,0.0000204539,0.00016584343,0.000036983714,0.0030939064],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99991095,0.000027097116,0.000004828324,0.000014789445,0.000022118658,0.00002005578],"domain_scores_gemma":[0.9996137,0.0001703149,0.00004250477,0.00004282,0.000109491,0.000021144579],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002991782,0.0004339228,0.00038010586,0.00053650927,0.00040475672,0.0005678069,0.00088538806,0.0013429949,0.0028050935],"category_scores_gemma":[0.0011425677,0.00031448744,0.00039771627,0.0006060514,0.00047432655,0.00056506717,0.00038256205,0.0004591028,0.00035845579],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000012535343,0.000017171764,0.0008755308,0.000012892816,0.0000047144827,0.000041525112,0.000026538992,0.9948637,0.0010204817,0.001344667,0.00010962593,0.0016705983],"study_design_scores_gemma":[0.0000020504121,0.000003459505,0.00029752718,0.0000029412845,0.000001696292,0.00000887336,0.000017843578,0.998936,0.0003118382,0.00029968517,0.00011568645,0.0000024031808],"about_ca_topic_score_codex":0.017869875,"about_ca_topic_score_gemma":0.012836547,"teacher_disagreement_score":0.017869875,"about_ca_system_score_codex":0.00064456527,"about_ca_system_score_gemma":0.00047882274,"threshold_uncertainty_score":0.03553176},"labels":[],"label_agreement":null},{"id":"W7117467780","doi":"10.1016/j.engstruct.2025.121987","title":"Behaviour of glulam and CLT elements reinforced with CFRP","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Ottawa","funders":"","keywords":"Retrofitting; Ductility (Earth science); Reinforcement; Fibre-reinforced plastic; Slab; Finite element method; Flexural strength; Tension (geology)","score_opus":0.0027830842470185236,"score_gpt":0.17584387050558473,"score_spread":0.1730607862585662,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7117467780","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980306,0.00006603886,0.0012945124,0.0000067802853,0.000006475479,0.000005029362,0.000033570017,0.000029535502,0.0005274231],"genre_scores_gemma":[0.9978126,0.000039058166,0.0012608186,0.000006175292,0.0000011096477,0.0000068192453,0.00004469235,0.000008188997,0.0008205719],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995877,0.000050227914,0.000026577876,0.000079406236,0.0001930524,0.00006306201],"domain_scores_gemma":[0.99936146,0.00016950235,0.00015675329,0.000090476635,0.00015661043,0.000065107],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004750671,0.00047334848,0.00022570475,0.00047855583,0.00019387733,0.00024705686,0.000502324,0.0005403903,0.0012494595],"category_scores_gemma":[0.0007517633,0.00021776855,0.00029324339,0.0002098735,0.00047611474,0.00029331996,0.00032060008,0.00021521685,0.00034198698],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0004481476,0.000099174606,0.0061602765,0.0001374088,0.000022813725,0.00035003386,0.0004573462,0.022950621,0.95746034,0.0002117075,0.00010919345,0.011592917],"study_design_scores_gemma":[0.000018824117,0.0031965817,0.033978973,0.00006573158,0.00005906403,0.00028448887,0.00073606934,0.064004585,0.89511925,0.000120081655,0.0023761515,0.00004018605],"about_ca_topic_score_codex":0.0006360833,"about_ca_topic_score_gemma":0.0015207184,"teacher_disagreement_score":0.0012494595,"about_ca_system_score_codex":0.0001597091,"about_ca_system_score_gemma":0.00011447966,"threshold_uncertainty_score":0.004179895},"labels":[],"label_agreement":null},{"id":"W7117480362","doi":"10.1016/j.engstruct.2025.121986","title":"Numerical study on the seismic response of high-rise steel frames with intentionally eccentric braces","year":2025,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University; Polytechnique Montréal","funders":"Universidad de Costa Rica","keywords":"Bracing; Stiffness; Eccentricity (behavior); Eccentric; Braced frame; Seismic analysis; Offset (computer science); Seismic retrofit; Frame (networking)","score_opus":0.003722517362533931,"score_gpt":0.20308224015996496,"score_spread":0.19935972279743103,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7117480362","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9853839,0.00008514011,0.0074508036,0.0000842497,0.000021168831,0.000012058485,0.00004872633,0.000053375898,0.0068605854],"genre_scores_gemma":[0.99830997,0.000026408614,0.0008012206,0.0000064215665,0.0000035123146,0.0000038494345,0.000017254897,0.0000048941306,0.0008264641],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99984145,0.000045936697,0.000005567659,0.000015706079,0.000046035544,0.0000453109],"domain_scores_gemma":[0.99943,0.00030651895,0.00007078123,0.000040788636,0.00009141193,0.00006051486],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033132505,0.0005094898,0.0005411075,0.00051518733,0.00048696928,0.00043744472,0.0006623356,0.0012649015,0.0023041274],"category_scores_gemma":[0.001202572,0.00026200415,0.00040362906,0.0004663406,0.0008756909,0.00034792628,0.00034312985,0.00039435676,0.0002023128],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00028649467,0.00018987012,0.0030668993,0.000068049034,0.00003001664,0.00052145135,0.00012385509,0.9714632,0.017778423,0.001688127,0.00031490927,0.0044686575],"study_design_scores_gemma":[0.000016331553,0.00012545641,0.0022674215,0.0000054501907,0.000010260425,0.00003726619,0.00008616565,0.99576783,0.0014445165,0.000121161735,0.0001105562,0.0000074964005],"about_ca_topic_score_codex":0.00790132,"about_ca_topic_score_gemma":0.0057947226,"teacher_disagreement_score":0.00790132,"about_ca_system_score_codex":0.00039418085,"about_ca_system_score_gemma":0.00045222577,"threshold_uncertainty_score":0.015710652},"labels":[],"label_agreement":null}]}