{"meta":{"query_hash":"6c6c0cbdc741","filters":{"venue":"Structures"},"cohort_total":263,"direct_labels_cover":0,"predictions_cover":263,"exported":263,"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/6c6c0cbdc741","api":"https://metacan.xera.ac/api/v1/cohort?venue=Structures"},"results":[{"id":"W2004905212","doi":"10.1016/j.istruc.2014.09.001","title":"Economical design procedures for built-up box sections subject to compression and bi-axial bending","year":2014,"lang":"en","type":"article","venue":"Structures","topic":"Structural Load-Bearing 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":"Nova Chemicals (Canada)","funders":"","keywords":"Serviceability (structure); Structural engineering; Buckling; Bending; Finite element method; Compression (physics); Engineering; Computer science; Materials science; Composite material","score_opus":0.016153531493293613,"score_gpt":0.24967834415559106,"score_spread":0.23352481266229747,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2004905212","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":[0.016309503,0.00005435052,0.97829,0.00002797688,0.000015348232,0.00012659939,0.000066493725,0.00014322664,0.0049665],"genre_scores_gemma":[0.42024294,0.00030480235,0.5686166,0.000053264528,0.000045117198,0.0010216759,0.0002581684,0.00049842865,0.008958873],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99956983,0.000116996125,0.000014335191,0.000027153155,0.00023355939,0.000038149272],"domain_scores_gemma":[0.99916565,0.0005377486,0.000072051655,0.000053612097,0.0001534028,0.000017484823],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016360328,0.0009160919,0.0009078472,0.0012145032,0.000532068,0.00074026297,0.0013477781,0.00076609565,0.009854247],"category_scores_gemma":[0.002505494,0.00082704576,0.00089011475,0.0006091984,0.00075991964,0.0006432253,0.00077516533,0.00065023126,0.0010775529],"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":[0.00009068103,0.00006577835,0.0003918218,0.0002458484,0.00002609164,0.000074573334,0.00013897034,0.8893323,0.012033364,0.04054326,0.0010318524,0.05602547],"study_design_scores_gemma":[0.000029111367,0.00012506485,0.0003536222,0.000026890051,0.000038035065,0.00004754415,0.000060098853,0.9818823,0.00400996,0.011132444,0.0022814437,0.000013442851],"about_ca_topic_score_codex":0.0010946023,"about_ca_topic_score_gemma":0.0034712942,"teacher_disagreement_score":0.009854247,"about_ca_system_score_codex":0.0007153337,"about_ca_system_score_gemma":0.00124961,"threshold_uncertainty_score":0.03296578},"labels":[],"label_agreement":null},{"id":"W2193873275","doi":"10.1016/j.istruc.2015.11.005","title":"Bond behavior of smooth and sand-coated shape memory alloy (SMA) rebar in concrete","year":2015,"lang":"en","type":"article","venue":"Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":33,"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*; Embedment; Materials science; Bond strength; Reinforcement; Rebar; Shape-memory alloy; Composite material; Bond; Structural engineering; Hysteresis; Compressive strength; Bar (unit); Computer science; Engineering; Adhesive; Geology","score_opus":0.017583488064810783,"score_gpt":0.2427615402609533,"score_spread":0.22517805219614254,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2193873275","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987123,0.00008567574,0.00041774698,0.000007602081,0.0000037258671,0.0000027320211,0.000039264625,0.00002441621,0.0007065153],"genre_scores_gemma":[0.9989166,0.000034159482,0.00012674081,0.0000021350493,5.888124e-7,0.00000122773,0.000037884012,0.0000056413296,0.0008751423],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998784,0.000013350959,0.0000034093957,0.000023040468,0.000053281794,0.000028430291],"domain_scores_gemma":[0.99971515,0.000066002176,0.00005612515,0.000023940496,0.00008833651,0.000050412036],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015598726,0.00022255318,0.00017849293,0.00030061894,0.00027352993,0.00024299757,0.00032681972,0.0003975785,0.0026531478],"category_scores_gemma":[0.00055406464,0.00020465028,0.00011655324,0.00016128477,0.00029296338,0.00022157436,0.00015245823,0.00028204187,0.00043516012],"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":[0.00096658844,0.00009502811,0.0040903804,0.00004886993,0.000022566246,0.00020486354,0.00030049877,0.025127577,0.9624168,0.001037269,0.000217618,0.0054717613],"study_design_scores_gemma":[0.000026757829,0.0016114853,0.042089112,0.000017860391,0.000053834585,0.00014476269,0.0004862309,0.17547306,0.7780505,0.00026696056,0.0017386664,0.00004088725],"about_ca_topic_score_codex":0.0032234753,"about_ca_topic_score_gemma":0.0040691076,"teacher_disagreement_score":0.0032234753,"about_ca_system_score_codex":0.00029919302,"about_ca_system_score_gemma":0.00020729366,"threshold_uncertainty_score":0.008875668},"labels":[],"label_agreement":null},{"id":"W2204512349","doi":"10.1016/j.istruc.2015.09.005","title":"Effect of stay-in-place PVC formwork panel geometry on flexural behavior of reinforced concrete walls","year":2015,"lang":"en","type":"article","venue":"Structures","topic":"Innovations in Concrete and Construction Materials","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 Waterloo; W.F. Baird & Associates Coastal Engineers (Canada)","funders":"","keywords":"Formwork; Materials science; Flexural strength; Composite material; Ultimate tensile strength; Structural engineering; Ductility (Earth science); Toughness; Slip (aerodynamics); Compressive strength; Bending; Reinforcement; Engineering; Creep","score_opus":0.01596430837385589,"score_gpt":0.2609873208557775,"score_spread":0.24502301248192163,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2204512349","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987865,0.00002629185,0.0003466606,0.000010536049,0.000009248771,0.0000016415693,0.000043227923,0.00002310459,0.00075277145],"genre_scores_gemma":[0.99964225,0.000012138443,0.00008518145,0.0000036844685,0.0000011448739,7.5281406e-7,0.000021034282,0.000007589975,0.00022620626],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99974066,0.000040013976,0.000008746055,0.000058668,0.000046422247,0.000105454754],"domain_scores_gemma":[0.9988746,0.0005462607,0.00015196788,0.000104550236,0.0001282826,0.00019442383],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017170967,0.0004069725,0.0002633759,0.0002484742,0.00022716312,0.00044354878,0.00053330074,0.00056485884,0.006113726],"category_scores_gemma":[0.0012127605,0.00029865268,0.00021617067,0.00020525727,0.00061631453,0.00035552096,0.00040856624,0.0003844174,0.00052751036],"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":[0.0040475936,0.00039817207,0.0064149173,0.000115520495,0.000034828103,0.00081995747,0.00024159178,0.040793236,0.939228,0.0004504709,0.0003802821,0.007075371],"study_design_scores_gemma":[0.00010593524,0.0032984223,0.077416785,0.000035280827,0.00015113229,0.00038436108,0.0010618623,0.052202564,0.8641114,0.00015499734,0.0009950798,0.00008221929],"about_ca_topic_score_codex":0.0016794765,"about_ca_topic_score_gemma":0.0022875757,"teacher_disagreement_score":0.006113726,"about_ca_system_score_codex":0.00029229044,"about_ca_system_score_gemma":0.00023785245,"threshold_uncertainty_score":0.0204525},"labels":[],"label_agreement":null},{"id":"W2399900338","doi":"10.1016/j.istruc.2016.05.009","title":"Seismic Response and Engineering of Cold-formed Steel Framed Buildings","year":2016,"lang":"en","type":"article","venue":"Structures","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":128,"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":"Simpson Strong-Tie; National Science Foundation","keywords":"Cold-formed steel; Earthquake shaking table; Engineering; Cold forming; Structural engineering; Shear wall; Seismic analysis; Low-rise; Seismic loading; OpenSees; Shear (geology); Civil engineering; Forensic engineering; Construction engineering; Geology; Reinforced concrete; Finite element method","score_opus":0.00411747739547468,"score_gpt":0.1940164296168906,"score_spread":0.18989895222141592,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2399900338","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98473036,0.000037388905,0.0087470105,0.000057228728,0.00000912075,0.000007181524,0.00004611879,0.000031996806,0.006333486],"genre_scores_gemma":[0.99764305,0.000018907349,0.00035314623,0.0000061460614,0.000003128414,0.0000022865122,0.000032936503,0.000008951076,0.0019315067],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998678,0.000031697986,0.000002747304,0.000012585858,0.000049575505,0.000035570683],"domain_scores_gemma":[0.9998155,0.00006942156,0.00002334717,0.00001443426,0.000045787892,0.000031572486],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018673875,0.00035787412,0.000276288,0.00051842723,0.00030641304,0.0004059753,0.0004384966,0.00058188505,0.002036768],"category_scores_gemma":[0.0006736886,0.000240315,0.00017543115,0.00034979839,0.00083043985,0.00022481279,0.000432847,0.00031527667,0.00033917517],"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":[0.0006228046,0.00021288158,0.012963552,0.00004889198,0.000038324768,0.00096331973,0.00063404505,0.84551287,0.11649088,0.007101608,0.0007870267,0.014623772],"study_design_scores_gemma":[0.000015352914,0.00011523726,0.030632073,0.000007902926,0.00000847191,0.00013690702,0.00052669074,0.9593679,0.0067723664,0.0017717205,0.00062420755,0.000021218077],"about_ca_topic_score_codex":0.0064235814,"about_ca_topic_score_gemma":0.00945363,"teacher_disagreement_score":0.0064235814,"about_ca_system_score_codex":0.00040888984,"about_ca_system_score_gemma":0.0002786764,"threshold_uncertainty_score":0.012772381},"labels":[],"label_agreement":null},{"id":"W2469029554","doi":"10.1016/j.istruc.2016.06.010","title":"Investigation of Compressive Bond Behavior of Steel Rebar Embedded in Concrete With Partial Recycled Aggregate Replacement","year":2016,"lang":"en","type":"article","venue":"Structures","topic":"Recycled Aggregate Concrete Performance","field":"Engineering","cited_by":59,"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":"Embedment; Rebar; Bond strength; Aggregate (composite); Materials science; Bar (unit); Steel bar; Composite material; Compressive strength; Concrete cover; Bond; Structural engineering; Reinforced concrete; Engineering; Adhesive; Layer (electronics)","score_opus":0.010797093073984187,"score_gpt":0.2176811210508934,"score_spread":0.20688402797690922,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2469029554","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99932885,0.000052059215,0.00030782312,0.0000026396203,0.000002305583,0.00000237457,0.000021056725,0.00000964563,0.0002732444],"genre_scores_gemma":[0.99908054,0.000033477703,0.00021763603,0.0000016631666,8.07197e-7,0.0000016298833,0.000026918207,0.0000032225894,0.0006340904],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997874,0.00002020896,0.0000075901216,0.000045257664,0.00010641695,0.000033114622],"domain_scores_gemma":[0.9996532,0.00006573965,0.00008371505,0.000031770465,0.00012816791,0.00003744322],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002459963,0.00030525986,0.00023253779,0.00026690098,0.00024461525,0.00018797729,0.00040302295,0.00036105493,0.0018711007],"category_scores_gemma":[0.00048144083,0.00019045781,0.00017277952,0.00024022452,0.00030046652,0.00031241262,0.00018755154,0.0002752967,0.00026162996],"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":[0.00044658998,0.000082772036,0.0024029266,0.000045902834,0.000012930584,0.00013542279,0.00011738479,0.0050167716,0.988434,0.00014659825,0.000036250505,0.003122466],"study_design_scores_gemma":[0.000012753934,0.0018870379,0.02352364,0.000008709786,0.00005579228,0.00011404952,0.00023290033,0.022865962,0.95061326,0.000039090883,0.00063061336,0.000016226495],"about_ca_topic_score_codex":0.0012263843,"about_ca_topic_score_gemma":0.0028541514,"teacher_disagreement_score":0.0018711007,"about_ca_system_score_codex":0.00022571399,"about_ca_system_score_gemma":0.00023855103,"threshold_uncertainty_score":0.006259501},"labels":[],"label_agreement":null},{"id":"W2469898929","doi":"10.1016/j.istruc.2016.06.004","title":"Comparison of seismic design provisions for buckling restrained braced frames in Canada, United States, Chile, and New Zealand","year":2016,"lang":"en","type":"article","venue":"Structures","topic":"Seismic Performance and Analysis","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":true,"ca_institutions":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Seismic analysis; Buckling; Structural engineering; Stability (learning theory); Frame (networking); Engineering; Braced frame; Computer science; Telecommunications","score_opus":0.017147285602636172,"score_gpt":0.2525684774582421,"score_spread":0.23542119185560595,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2469898929","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98565936,0.00008511195,0.00083642115,0.000045287794,0.0000036224476,0.000026261603,0.00017271789,0.00002428146,0.013146968],"genre_scores_gemma":[0.9935201,0.00012471079,0.0004932026,0.000009845251,8.622676e-7,0.000011843709,0.00018682763,0.000010036855,0.005642513],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.999424,0.000034383807,0.000018639268,0.000029786886,0.00032525434,0.00016808798],"domain_scores_gemma":[0.99932504,0.00009143973,0.000057359477,0.000030601175,0.0004283183,0.00006741037],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005368822,0.00033874103,0.00029377616,0.001100893,0.0011439158,0.0010589946,0.0007709739,0.00035103495,0.0026660592],"category_scores_gemma":[0.0013933994,0.0002623771,0.00023281755,0.0012056344,0.0006353111,0.0002898849,0.0004315305,0.00027176776,0.00029710887],"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":[0.0028087834,0.000610617,0.31624338,0.00048624817,0.00018399574,0.0022679593,0.0066536576,0.3092814,0.10741791,0.017042218,0.0068753506,0.23012844],"study_design_scores_gemma":[0.0001628585,0.0011947138,0.88659567,0.000120122226,0.00023434231,0.00027661902,0.012572344,0.055955518,0.019368978,0.00077419746,0.022623833,0.0001208232],"about_ca_topic_score_codex":0.71962404,"about_ca_topic_score_gemma":0.9175047,"teacher_disagreement_score":0.28037596,"about_ca_system_score_codex":0.011014209,"about_ca_system_score_gemma":0.008231063,"threshold_uncertainty_score":0.56405425},"labels":[],"label_agreement":null},{"id":"W2479909286","doi":"10.1016/j.istruc.2016.07.002","title":"Reprint of Response of CFS Sheathed Shear Walls","year":2016,"lang":"en","type":"article","venue":"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":"McGill University","funders":"Provincia Autonoma di Trento; Università degli Studi di Trento","keywords":"Reprint; Shear (geology); Structural engineering; Materials science; Geology; Composite material; Engineering; Physics","score_opus":0.009436117063327478,"score_gpt":0.23191633271333054,"score_spread":0.22248021565000306,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2479909286","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.69604486,0.0005964353,0.06981667,0.001974334,0.008880479,0.00019388695,0.008747317,0.0024684968,0.21127751],"genre_scores_gemma":[0.8851675,0.000138489,0.0036113583,0.00029495588,0.00017753027,0.000026090494,0.0017987785,0.000170007,0.10861542],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998468,0.00001624668,0.0000044768153,0.000022588421,0.00008295631,0.000026818223],"domain_scores_gemma":[0.99957114,0.00017685076,0.000023854393,0.00006292335,0.0001272111,0.000037973678],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010878472,0.00035258126,0.0001834871,0.00032223246,0.00018254528,0.00029549727,0.00034335596,0.00064727484,0.06938477],"category_scores_gemma":[0.0009741292,0.00007229755,0.00022156064,0.00020455333,0.0002530478,0.00025688787,0.00018228212,0.00041161673,0.00525033],"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":[0.002487228,0.00022182526,0.0031393298,0.0004278808,0.000043560467,0.0017201109,0.00035205245,0.06706076,0.74219877,0.01101482,0.08108436,0.090249255],"study_design_scores_gemma":[0.00015035474,0.0013673871,0.09077941,0.000115910116,0.000037560658,0.001387615,0.0014311548,0.28151873,0.49209356,0.010140001,0.120871656,0.00010661085],"about_ca_topic_score_codex":0.0016832255,"about_ca_topic_score_gemma":0.0015188544,"teacher_disagreement_score":0.06938477,"about_ca_system_score_codex":0.00030619898,"about_ca_system_score_gemma":0.0001458335,"threshold_uncertainty_score":0.23211515},"labels":[],"label_agreement":null},{"id":"W2555329484","doi":"10.1016/j.istruc.2016.11.001","title":"Finite Element Study of the Effect of Interfacial Gaps on the in-Plane Behaviour of Masonry Infills Bounded by Steel Frames","year":2016,"lang":"en","type":"article","venue":"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":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; Stiffness; Masonry; Finite element method; Bounded function; Beam (structure); Materials science; Geotechnical engineering; Engineering; Mathematics; Mathematical analysis","score_opus":0.0046968852283817385,"score_gpt":0.21246735543526568,"score_spread":0.20777047020688394,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2555329484","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99118465,0.000055280005,0.0068805874,0.000022016187,0.0000066823804,0.0000049279033,0.000028593682,0.000034095923,0.001783086],"genre_scores_gemma":[0.9983004,0.000026132302,0.0010591105,0.000004676282,0.000001595903,0.0000033652104,0.000025129102,0.000008007362,0.0005716786],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987125,0.00003928077,0.000006206236,0.000014942621,0.000042032818,0.000026251442],"domain_scores_gemma":[0.99913883,0.00055187335,0.000086560976,0.00006379941,0.000103693535,0.000055148],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028684942,0.0003541945,0.000561239,0.0003886681,0.00030793852,0.0003880722,0.00048971147,0.00064189703,0.0015971913],"category_scores_gemma":[0.0012269258,0.0002721899,0.00029555106,0.0002591192,0.00070900825,0.0003034955,0.0003151171,0.0003666811,0.00015963176],"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":[0.00081146305,0.00046089102,0.008645087,0.00018127284,0.000082050814,0.00040314233,0.0005032625,0.74943763,0.22667165,0.0023616645,0.00026420332,0.010177727],"study_design_scores_gemma":[0.00001876442,0.00025478477,0.0051070894,0.000014221883,0.000024866498,0.00005413693,0.0001520316,0.9688366,0.025129082,0.00013049359,0.00026726717,0.000010608219],"about_ca_topic_score_codex":0.0025857093,"about_ca_topic_score_gemma":0.0023828435,"teacher_disagreement_score":0.0025857093,"about_ca_system_score_codex":0.00023485934,"about_ca_system_score_gemma":0.00025412586,"threshold_uncertainty_score":0.005343139},"labels":[],"label_agreement":null},{"id":"W2608596281","doi":"10.1016/j.istruc.2017.04.006","title":"Predicting effects of design variables on modal responses of CLT floors","year":2017,"lang":"en","type":"article","venue":"Structures","topic":"Structural Analysis of Composite Materials","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 New Brunswick","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Serviceability (structure); Modal; Structural engineering; Cross laminated timber; Stiffness; Engineering; Vibration; Modal testing; Modal analysis; Finite element method; Acoustics; Materials science","score_opus":0.01057683355510114,"score_gpt":0.23849367735192886,"score_spread":0.22791684379682772,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2608596281","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9921598,0.000010781315,0.0070813196,0.0000056807576,0.0000032736127,0.000006400627,0.00008561544,0.00006377994,0.0005831866],"genre_scores_gemma":[0.99804085,0.0000056728213,0.0016967864,0.000001741653,7.5846594e-7,0.000004392334,0.00006831733,0.00000714633,0.00017442861],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998578,0.000040762297,0.0000042305855,0.000029883942,0.000034123816,0.000033311953],"domain_scores_gemma":[0.99906844,0.0006785175,0.00006745338,0.000054338707,0.00009278371,0.000038575374],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003367275,0.0004968484,0.00021224123,0.00038090788,0.00019020699,0.00035655912,0.00024317417,0.00043300056,0.0022113833],"category_scores_gemma":[0.0014377293,0.00022214912,0.0003273879,0.00019823523,0.00022514077,0.0002178697,0.00020740497,0.00034404767,0.00040774682],"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":[0.00080547633,0.00038313452,0.063765354,0.00009168109,0.000032812964,0.00011731358,0.00009012484,0.697255,0.18973246,0.0003259592,0.0002931938,0.047107536],"study_design_scores_gemma":[0.000009460497,0.00029143036,0.055831138,0.000004212813,0.000014691351,0.000021041738,0.00007787045,0.9158108,0.027672809,0.00012716433,0.00012631319,0.000013031788],"about_ca_topic_score_codex":0.003237017,"about_ca_topic_score_gemma":0.006013663,"teacher_disagreement_score":0.003237017,"about_ca_system_score_codex":0.00031019,"about_ca_system_score_gemma":0.00022801764,"threshold_uncertainty_score":0.0073978305},"labels":[],"label_agreement":null},{"id":"W2609393430","doi":"10.1016/j.istruc.2017.04.007","title":"Prediction of motion responses of cross-laminated-timber slabs","year":2017,"lang":"en","type":"article","venue":"Structures","topic":"Structural Engineering and Vibration 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 New Brunswick","funders":"Natural Sciences and Engineering Research Council of Canada; New Brunswick Innovation Foundation; Canadian Institute of Steel Construction","keywords":"Serviceability (structure); Structural engineering; Modal; Cross laminated timber; Slab; Vibration; Occupancy; Modal analysis; Engineering; Computer science; Acoustics; Finite element method; Architectural engineering; Physics; Materials science","score_opus":0.018553598140707787,"score_gpt":0.2713773011497618,"score_spread":0.252823703009054,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2609393430","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9593555,0.000042410582,0.038606837,0.000039253428,0.000009701229,0.0000108250215,0.00005918731,0.000116987976,0.0017592702],"genre_scores_gemma":[0.9970542,0.00001320448,0.0023737778,0.0000034007223,0.0000018653997,0.0000050472877,0.00003047218,0.0000067369892,0.0005112541],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99994504,0.000014805303,0.0000015904742,0.000011821505,0.000013554817,0.000013229233],"domain_scores_gemma":[0.99972886,0.00017205055,0.000026109941,0.00001571129,0.000033796183,0.000023457578],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019906237,0.0004462875,0.00022760016,0.00023166432,0.00019298615,0.00019539522,0.00036290582,0.0007058215,0.0010096662],"category_scores_gemma":[0.0006197657,0.00022900221,0.00023123756,0.00014816404,0.00032461778,0.00020295405,0.00023356325,0.00028187895,0.00018907848],"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":[0.00011395906,0.00005313592,0.0024220988,0.000020771267,0.000012072556,0.00008271523,0.000040308798,0.96718496,0.02308714,0.00034853484,0.00011212395,0.0065221936],"study_design_scores_gemma":[0.0000017849621,0.000019139945,0.00091832626,0.0000010240756,0.0000012151124,0.000004760208,0.0000074422665,0.99801767,0.0009670811,0.000044601933,0.000015743368,0.0000012023346],"about_ca_topic_score_codex":0.003867445,"about_ca_topic_score_gemma":0.003469825,"teacher_disagreement_score":0.003867445,"about_ca_system_score_codex":0.00026702392,"about_ca_system_score_gemma":0.00029693698,"threshold_uncertainty_score":0.0076898932},"labels":[],"label_agreement":null},{"id":"W2811107438","doi":"10.1016/j.istruc.2018.06.006","title":"Rehabilitation of Corroded Steel Beams Using BFRP Fabric","year":2018,"lang":"en","type":"article","venue":"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":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"Ontario Centres of Excellence","keywords":"Materials science; Ductility (Earth science); Fibre-reinforced plastic; Beam (structure); Corrosion; Flexural strength; Structural engineering; Composite material; Service life; Engineering; Creep","score_opus":0.011727885269836417,"score_gpt":0.2493267026175411,"score_spread":0.2375988173477047,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2811107438","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9962741,0.00006268326,0.0029360945,0.000007961017,0.000008474524,0.0000074230747,0.000015861135,0.000038650167,0.00064876315],"genre_scores_gemma":[0.9966875,0.00004528688,0.0018221864,0.000005743618,0.0000010688193,0.000004212075,0.000018691122,0.000009525147,0.0014058285],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998652,0.00001841953,0.000006708178,0.000016634405,0.000054051645,0.000039037004],"domain_scores_gemma":[0.9998412,0.000029780429,0.000035771052,0.000028594855,0.000043884327,0.000020807982],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023868048,0.0003938141,0.00029576052,0.00037610758,0.00028269095,0.0001562451,0.00037143752,0.00037871388,0.0020960057],"category_scores_gemma":[0.00035657795,0.00018271315,0.00031301245,0.00016101063,0.00022959118,0.0002048998,0.0002489048,0.00018767123,0.0003055219],"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":[0.0006384126,0.00019217438,0.002592549,0.00011342096,0.000021487223,0.00028872187,0.00024018157,0.015610682,0.9600208,0.0002002462,0.00012414565,0.019957151],"study_design_scores_gemma":[0.000043538705,0.0053059417,0.033479452,0.00007041062,0.00010205513,0.000473419,0.0007389847,0.06627834,0.89074636,0.0002730228,0.0024569712,0.000031552314],"about_ca_topic_score_codex":0.0008811661,"about_ca_topic_score_gemma":0.0025943604,"teacher_disagreement_score":0.0020960057,"about_ca_system_score_codex":0.00012848181,"about_ca_system_score_gemma":0.0001602537,"threshold_uncertainty_score":0.007011831},"labels":[],"label_agreement":null},{"id":"W2907812881","doi":"10.1016/j.istruc.2019.01.001","title":"A finite element based approach for fatigue life prediction of headed shear studs","year":2019,"lang":"en","type":"article","venue":"Structures","topic":"Structural Load-Bearing 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":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada; Concordia University","keywords":"Structural engineering; Eurocode; Finite element method; Engineering; Shear (geology); Materials science; Composite material","score_opus":0.02264484861379751,"score_gpt":0.2368932305111795,"score_spread":0.214248381897382,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2907812881","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":[0.054521903,0.00020367878,0.9402868,0.00005817092,0.000030458878,0.000067551104,0.00013687144,0.00057989295,0.004114727],"genre_scores_gemma":[0.7863304,0.00039397288,0.20591328,0.00007594789,0.000035431018,0.00033727044,0.00033595794,0.00017074136,0.0064070104],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999219,0.000014577794,0.000005025532,0.000012479256,0.00003825213,0.000007759698],"domain_scores_gemma":[0.99976796,0.000098046876,0.000020785952,0.000023142782,0.00007857406,0.0000115677885],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020768163,0.0005462742,0.00064225507,0.00086741464,0.0004428312,0.00045347805,0.0012659138,0.0015714257,0.002896051],"category_scores_gemma":[0.0006676122,0.0006136631,0.0005564762,0.00041575113,0.0003830087,0.00048316142,0.00039013402,0.0005068671,0.00078669447],"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":[0.00001812244,0.00005405153,0.00042337744,0.000041528438,0.000014191027,0.00005475119,0.000029842746,0.9693075,0.010202744,0.0016642684,0.00023019433,0.017959345],"study_design_scores_gemma":[9.223878e-7,0.000008971061,0.000083932166,0.0000026470605,0.0000022486872,0.0000058781056,0.0000033127942,0.9992367,0.00036687552,0.00017457684,0.00011238726,0.0000016601666],"about_ca_topic_score_codex":0.004382834,"about_ca_topic_score_gemma":0.0048035206,"teacher_disagreement_score":0.004382834,"about_ca_system_score_codex":0.00030185273,"about_ca_system_score_gemma":0.0005528068,"threshold_uncertainty_score":0.009688199},"labels":[],"label_agreement":null},{"id":"W2945908927","doi":"10.1016/j.istruc.2019.05.002","title":"Reliability of displacement capacity prediction models for reinforced concrete block shear walls","year":2019,"lang":"en","type":"article","venue":"Structures","topic":"Seismic Performance and 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":"McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada; Ontario Ministry of Research, Innovation and Science","keywords":"Structural engineering; Shear wall; Masonry; Displacement (psychology); Seismic analysis; Curvature; Reinforced concrete; Geotechnical engineering; Reliability (semiconductor); Hinge; Geology; Engineering; Mathematics; Geometry","score_opus":0.007822627459743832,"score_gpt":0.20414859691943596,"score_spread":0.19632596945969213,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2945908927","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9409625,0.00034058164,0.05542833,0.00015511388,0.000052048246,0.000026593329,0.0005992588,0.0008896138,0.0015458934],"genre_scores_gemma":[0.9975504,0.000041032912,0.0017974734,0.000007886001,0.000006238828,0.000010615965,0.0002838679,0.000026035113,0.00027643875],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99918514,0.00028064076,0.000049423303,0.00018842658,0.00021611765,0.0000802687],"domain_scores_gemma":[0.99143875,0.0056906063,0.00048227014,0.0008349606,0.0013994758,0.00015381172],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0024689976,0.0010438712,0.0007475965,0.00083043514,0.0003501751,0.0007728132,0.0012226211,0.0010907961,0.0012389206],"category_scores_gemma":[0.007953172,0.00067918625,0.0006958237,0.0005195992,0.0004815113,0.0010127737,0.0005437863,0.0006882521,0.0006244744],"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":[0.00025330074,0.000053150998,0.0101454975,0.000022909806,0.00006485886,0.000023164348,0.000028981927,0.9758362,0.0016181249,0.00026909696,0.00032180623,0.011362987],"study_design_scores_gemma":[0.0000042893466,0.000030225481,0.0015819012,0.000003299069,0.000008645874,0.000004102799,0.0000068215354,0.9972172,0.0009412754,0.00016185442,0.00003432546,0.0000060718535],"about_ca_topic_score_codex":0.017746147,"about_ca_topic_score_gemma":0.008636797,"teacher_disagreement_score":0.017746147,"about_ca_system_score_codex":0.0009770269,"about_ca_system_score_gemma":0.00094202964,"threshold_uncertainty_score":0.03528571},"labels":[],"label_agreement":null},{"id":"W2960925270","doi":"10.1016/j.istruc.2019.04.016","title":"An innovative concrete-steel structural system for long-span structure allowing a fast and simple erection","year":2019,"lang":"en","type":"article","venue":"Structures","topic":"Structural Load-Bearing Analysis","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 Laval","funders":"University of California, Santa Barbara; Agence Nationale de la Recherche","keywords":"Structural engineering; Formwork; Beam (structure); Bending moment; Ductility (Earth science); Bending; Expansive; Span (engineering); Engineering; Composite construction; Composite number; Shear (geology); Portal frame; Slab; Frame (networking); Materials science; Creep; Compressive strength; Mechanical engineering; Composite material","score_opus":0.005021185660375143,"score_gpt":0.22893991815347478,"score_spread":0.22391873249309963,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2960925270","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":[0.07174284,0.00011646658,0.92068726,0.000044925124,0.00007867202,0.0000830348,0.0002346991,0.001310083,0.0057020076],"genre_scores_gemma":[0.5589022,0.00014472105,0.43134135,0.000047466077,0.000031923428,0.00014624625,0.0007051802,0.00014260759,0.008538326],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998847,0.0000158788,0.0000042390316,0.000025691725,0.000059987262,0.0000093931485],"domain_scores_gemma":[0.9999362,0.000009345524,0.000009662239,0.00001186632,0.000025216701,0.000007637784],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012217028,0.00049464096,0.00024348323,0.00032761242,0.00032652947,0.00020203905,0.00064160896,0.0004217582,0.0042917766],"category_scores_gemma":[0.00015497247,0.00016256349,0.00021157648,0.00037020372,0.00023940182,0.000353815,0.00033736293,0.00024828926,0.0011695726],"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":[0.00020056542,0.00013521315,0.002409664,0.0002859933,0.00003404574,0.00021899276,0.00015487146,0.12792848,0.6734986,0.03151414,0.003659604,0.15995985],"study_design_scores_gemma":[0.000057219393,0.0008190663,0.0060794502,0.000040755498,0.000081372404,0.0008882345,0.00009247067,0.8200813,0.13445765,0.004344541,0.032984775,0.00007327222],"about_ca_topic_score_codex":0.00087790185,"about_ca_topic_score_gemma":0.0019382631,"teacher_disagreement_score":0.0042917766,"about_ca_system_score_codex":0.0002217284,"about_ca_system_score_gemma":0.0005960217,"threshold_uncertainty_score":0.014357388},"labels":[],"label_agreement":null},{"id":"W3000675706","doi":"10.1016/j.istruc.2019.12.026","title":"Cyclic response sensitivity of energy dissipating steel plate fuses","year":2020,"lang":"en","type":"article","venue":"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":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Fuse (electrical); Stiffness; Structural engineering; Dissipation; Materials science; Finite element method; Ductility (Earth science); Downtime; Composite material; Engineering; Electrical engineering","score_opus":0.010250714330095462,"score_gpt":0.2162219282452587,"score_spread":0.20597121391516324,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3000675706","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9876095,0.00007874373,0.009093036,0.000040507795,0.000010041511,0.000005530587,0.000057064215,0.0000793058,0.0030262892],"genre_scores_gemma":[0.99947745,0.000014198264,0.0001701623,0.000004451775,0.0000014649978,0.0000013779743,0.000019218716,0.000005854198,0.00030594706],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99987984,0.00002408607,0.0000033344613,0.000022005346,0.000038546255,0.000032212934],"domain_scores_gemma":[0.99953115,0.00026507638,0.00005328056,0.000037897993,0.00008422836,0.000028449977],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017659388,0.0003092277,0.00018134859,0.00044987001,0.00018589827,0.000233435,0.0003082496,0.00048184232,0.0020630104],"category_scores_gemma":[0.0012367335,0.00013309675,0.00018034378,0.00022624597,0.0003390562,0.00025465194,0.0002588333,0.00022366935,0.00020728081],"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":[0.00070513843,0.00012310992,0.007877259,0.00008169813,0.000052557967,0.00037277958,0.00020384727,0.75558937,0.20712817,0.002143069,0.00042881325,0.025294157],"study_design_scores_gemma":[0.0000057036023,0.0002682879,0.015860356,0.00000915318,0.00001675992,0.00014557765,0.000118829485,0.9486816,0.033949677,0.0005590059,0.000366712,0.000018368206],"about_ca_topic_score_codex":0.0018857331,"about_ca_topic_score_gemma":0.001434965,"teacher_disagreement_score":0.0020630104,"about_ca_system_score_codex":0.00042535167,"about_ca_system_score_gemma":0.00014729785,"threshold_uncertainty_score":0.006901443},"labels":[],"label_agreement":null},{"id":"W3004679677","doi":"10.1016/j.istruc.2020.01.033","title":"Idealized tension stiffening model for finite element analysis of glass fibre reinforced polymer (GFRP) reinforced concrete members","year":2020,"lang":"en","type":"article","venue":"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":"Memorial University of Newfoundland","funders":"","keywords":"Stiffening; Fibre-reinforced plastic; Finite element method; Structural engineering; Materials science; Deflection (physics); Tension (geology); Ultimate load; Composite material; Shear (geology); Reinforced concrete; Reinforced solid; Ultimate tensile strength; Engineering","score_opus":0.0203922834005643,"score_gpt":0.2510140169561869,"score_spread":0.2306217335556226,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3004679677","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":[0.056620605,0.00026951663,0.9218437,0.00012314729,0.00008128245,0.00006998164,0.00020923224,0.00041840164,0.020364186],"genre_scores_gemma":[0.9015283,0.00036622054,0.07595252,0.00009983405,0.000049188307,0.00023509616,0.00029392316,0.00017669759,0.021298215],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99975055,0.00006441959,0.000008472266,0.000037107184,0.0001051807,0.000034168774],"domain_scores_gemma":[0.9998115,0.00005673921,0.000030044923,0.000024682482,0.00006135702,0.000015755113],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003031543,0.00043234043,0.0005733578,0.000563228,0.00038731733,0.00059596286,0.0019052676,0.0015830284,0.00308793],"category_scores_gemma":[0.0006336938,0.0004694459,0.0005602121,0.00045862407,0.0008199438,0.00068783085,0.00048064004,0.00062663504,0.0006893677],"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":[0.000018905701,0.00002296666,0.00012940481,0.00002003717,0.0000070394726,0.00005454116,0.000028457845,0.9880558,0.003079979,0.0059437915,0.00020828159,0.0024307743],"study_design_scores_gemma":[0.0000018661938,0.0000044810713,0.000049705377,0.0000018969166,0.0000015431561,0.0000073023475,0.0000038687317,0.99895895,0.00024395205,0.00048880896,0.0002358179,0.0000018344896],"about_ca_topic_score_codex":0.005111738,"about_ca_topic_score_gemma":0.0040774564,"teacher_disagreement_score":0.005111738,"about_ca_system_score_codex":0.0006398988,"about_ca_system_score_gemma":0.000847359,"threshold_uncertainty_score":0.0103302},"labels":[],"label_agreement":null},{"id":"W3006578162","doi":"10.1016/j.istruc.2020.01.030","title":"Core confinement and cover spalling in square and rectangular SCC and SFRC columns","year":2020,"lang":"en","type":"article","venue":"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":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McGill University; University of Ottawa","funders":"","keywords":"Ductility (Earth science); Transverse plane; Materials science; Spall; Core (optical fiber); Reinforcement; Concrete cover; Square (algebra); Composite material; Fiber; Structural engineering; Geometry; Engineering; Mathematics; Creep","score_opus":0.024743595344227636,"score_gpt":0.23198699787642454,"score_spread":0.20724340253219692,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3006578162","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9977316,0.00001987285,0.00043316442,0.000008730427,9.1967667e-7,0.0000019026961,0.000023540208,0.000012284735,0.0017678905],"genre_scores_gemma":[0.9992778,0.000007938513,0.000079338846,0.0000015210535,3.91742e-7,0.0000012902749,0.000014995862,0.0000034485909,0.0006133861],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99993074,0.000008030847,0.0000011997095,0.000009507319,0.000012341884,0.000038156537],"domain_scores_gemma":[0.99958843,0.00016567599,0.000058989095,0.000020715988,0.00007321434,0.000093017916],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012916062,0.00010134695,0.0001706201,0.00032991517,0.00033153204,0.0002364102,0.0002361759,0.00019204247,0.0031113725],"category_scores_gemma":[0.000489382,0.000134173,0.000110100176,0.00018909851,0.00052778394,0.0001818998,0.00020402935,0.000118816286,0.00021034287],"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":[0.002484601,0.0003448372,0.029202932,0.00014103089,0.000030915267,0.0008275584,0.001155956,0.4252766,0.50566536,0.013011172,0.0015638291,0.020295195],"study_design_scores_gemma":[0.00003826291,0.0006021051,0.12749748,0.000031516083,0.000022507167,0.00016599933,0.00095266826,0.797302,0.07109567,0.001378072,0.00088027323,0.00003354262],"about_ca_topic_score_codex":0.008528889,"about_ca_topic_score_gemma":0.012432821,"teacher_disagreement_score":0.008528889,"about_ca_system_score_codex":0.00043549752,"about_ca_system_score_gemma":0.00033361066,"threshold_uncertainty_score":0.016958475},"labels":[],"label_agreement":null},{"id":"W3014992316","doi":"10.1016/j.istruc.2020.03.061","title":"Effects of openings on the punching shear strength of reinforced concrete slabs","year":2020,"lang":"en","type":"article","venue":"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 Toronto","funders":"","keywords":"Structural engineering; Punching; Shear strength (soil); Reinforced concrete; Materials science; Geotechnical engineering; Shear (geology); Composite material; Geology; Engineering","score_opus":0.008823218466554825,"score_gpt":0.210530428849137,"score_spread":0.20170721038258219,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3014992316","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987136,0.00009870045,0.00037055992,0.000009229039,0.000009139376,0.0000017958334,0.000034755336,0.000031870455,0.0007304482],"genre_scores_gemma":[0.99939,0.000055817316,0.0001644853,0.000004016149,0.000003131072,0.000001274508,0.00002425654,0.000011607932,0.00034553456],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99973565,0.000038963593,0.000014723699,0.000032166998,0.00007645897,0.00010197121],"domain_scores_gemma":[0.99662316,0.0021115004,0.00041358816,0.00016059427,0.00022136133,0.00046986845],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033060185,0.00045911397,0.00044880732,0.00033756418,0.00033128558,0.00058003503,0.0003090117,0.0004860031,0.0041176714],"category_scores_gemma":[0.0019858407,0.00052702485,0.00030248967,0.00022025727,0.00092181517,0.00046830572,0.00045575574,0.0007204806,0.00032724],"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":[0.0041786865,0.0002806292,0.0056543853,0.00015186501,0.000038896593,0.0007442515,0.00022388865,0.037200034,0.9409357,0.0004975465,0.00016661843,0.009927556],"study_design_scores_gemma":[0.000076826866,0.002554969,0.07531434,0.000048189486,0.00017543232,0.00034146136,0.0006309838,0.043249443,0.8762483,0.00039619903,0.00089004706,0.000073932584],"about_ca_topic_score_codex":0.000910344,"about_ca_topic_score_gemma":0.0011555491,"teacher_disagreement_score":0.0041176714,"about_ca_system_score_codex":0.00028965727,"about_ca_system_score_gemma":0.00026401095,"threshold_uncertainty_score":0.013774991},"labels":[],"label_agreement":null},{"id":"W3021447901","doi":"10.1016/j.istruc.2020.04.027","title":"Augmenting the seismic performance of masonry models using polypropylene band and steel wire mesh through shaking table testing","year":2020,"lang":"en","type":"article","venue":"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":"University of Windsor","funders":"Science and Engineering Research Board","keywords":"Masonry; Unreinforced masonry building; Earthquake shaking table; Structural engineering; Ductility (Earth science); Roof; Civil engineering; Engineering; Geotechnical engineering; Materials science; Composite material","score_opus":0.030353482896661472,"score_gpt":0.213028279952417,"score_spread":0.1826747970557555,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3021447901","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96167916,0.000018876792,0.03496906,0.000022807442,0.0000099392055,0.000022290455,0.000082410654,0.00015349936,0.0030419247],"genre_scores_gemma":[0.9918833,0.000019475201,0.007330181,0.0000030802316,0.0000011891954,0.000007155076,0.000078508114,0.00001736103,0.00065977825],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99972063,0.00006123916,0.0000149627,0.000027961789,0.00014370117,0.000031361295],"domain_scores_gemma":[0.9994098,0.00029579492,0.000042946696,0.000091571754,0.00013229146,0.000027718745],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005734704,0.0005245236,0.00023200143,0.00039432518,0.00020535143,0.00031489244,0.0006034836,0.00052300043,0.0025408498],"category_scores_gemma":[0.0016709055,0.00022972214,0.00028356336,0.0003764374,0.0003421057,0.0005202888,0.00040909395,0.0002494755,0.0003171043],"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":[0.00083751313,0.0004454024,0.010685244,0.00012987271,0.000036523095,0.00025274768,0.00042572542,0.4881481,0.43753472,0.0017877207,0.00038974822,0.059326794],"study_design_scores_gemma":[0.00001817333,0.0006836865,0.0061225477,0.000010410827,0.000025092377,0.0000656903,0.00010950925,0.90410703,0.08791983,0.0002638487,0.00065622764,0.000017908207],"about_ca_topic_score_codex":0.0039478587,"about_ca_topic_score_gemma":0.010262439,"teacher_disagreement_score":0.0039478587,"about_ca_system_score_codex":0.00033663496,"about_ca_system_score_gemma":0.00043167514,"threshold_uncertainty_score":0.00850004},"labels":[],"label_agreement":null},{"id":"W3033179227","doi":"10.1016/j.istruc.2020.05.025","title":"Through gusset connection for two-story X-braced frames, a numerical study","year":2020,"lang":"en","type":"article","venue":"Structures","topic":"Structural Load-Bearing 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":"University of Alberta","funders":"","keywords":"Structural engineering; Braced frame; Brace; Connection (principal bundle); Bracing; Finite element method; Frame (networking); Beam (structure); Engineering; Parametric statistics; Span (engineering); Mechanical engineering; Mathematics","score_opus":0.01839571648551884,"score_gpt":0.2690747620742104,"score_spread":0.25067904558869153,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3033179227","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5649573,0.0010071197,0.32990652,0.00034848,0.00021652697,0.00011632912,0.00023384766,0.00024095773,0.1029729],"genre_scores_gemma":[0.9655848,0.0005576072,0.020450082,0.000047187725,0.000029180399,0.0000409299,0.000114644354,0.00006617431,0.013109246],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999008,0.000030176663,0.0000033726953,0.00001828941,0.000030374735,0.00001698404],"domain_scores_gemma":[0.99992204,0.000024518396,0.000017863236,0.000009025476,0.000016841592,0.000009697173],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020069144,0.00050899223,0.00036829477,0.0007432955,0.0005237767,0.00082267955,0.0007002625,0.0009461125,0.009563635],"category_scores_gemma":[0.0006489213,0.00022170918,0.00038856824,0.0006717463,0.0007147497,0.0007873507,0.0005268686,0.00048622827,0.0010937498],"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":[0.00027600848,0.0002468558,0.0032574607,0.0002753248,0.0000632378,0.0010913197,0.0005949926,0.6694083,0.02361883,0.25338447,0.002667256,0.045115948],"study_design_scores_gemma":[0.000022483422,0.0001467288,0.0010692924,0.00003246381,0.000019305733,0.0001479421,0.00024429613,0.9787689,0.0016586223,0.013279987,0.0045983205,0.0000115946405],"about_ca_topic_score_codex":0.0020398602,"about_ca_topic_score_gemma":0.002991492,"teacher_disagreement_score":0.009563635,"about_ca_system_score_codex":0.00026611862,"about_ca_system_score_gemma":0.00025790755,"threshold_uncertainty_score":0.03199351},"labels":[],"label_agreement":null},{"id":"W3041234665","doi":"10.1016/j.istruc.2020.06.016","title":"Experimental testing and analytical modeling of CFS shear walls filled with LPM","year":2020,"lang":"en","type":"article","venue":"Structures","topic":"Structural Load-Bearing 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":"Fundamental Research Funds for the Central Universities; Program for New Century Excellent Talents in University; National Natural Science Foundation of China","keywords":"Shear wall; Dissipation; Structural engineering; Materials science; Bracing; Stiffness; Shear (geology); Framing (construction); Ductility (Earth science); Geotechnical engineering; Composite material; Engineering; Brace","score_opus":0.0219653245489733,"score_gpt":0.23064165196499012,"score_spread":0.20867632741601683,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3041234665","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9918783,0.000030003397,0.0056273253,0.00002545333,0.000012469653,0.000017186947,0.00017122008,0.000109188404,0.0021288982],"genre_scores_gemma":[0.99807954,0.00001458845,0.0011643869,0.00000265864,0.0000018782699,0.000010826101,0.000050367726,0.00000742907,0.0006683151],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997055,0.000030737094,0.000011686931,0.000049240996,0.0001394808,0.00006335405],"domain_scores_gemma":[0.9994435,0.00019016105,0.000090647125,0.000081462575,0.00014869905,0.000045537658],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041278102,0.0004365029,0.00025732812,0.00046349276,0.00045241287,0.00034008047,0.0007779296,0.000719011,0.0034684173],"category_scores_gemma":[0.0009818105,0.00020307853,0.0002325185,0.0003001132,0.0008143911,0.00044572077,0.00025915157,0.00025157194,0.00036488913],"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":[0.0011998788,0.00049419247,0.0059016547,0.00017119145,0.00001485267,0.00051083823,0.0005186816,0.17370884,0.7968816,0.0023167983,0.0006752138,0.017606288],"study_design_scores_gemma":[0.00006618642,0.0013539616,0.015265189,0.00003660079,0.00003205102,0.000108583765,0.00038615311,0.3661645,0.61419797,0.0003134311,0.0020370788,0.000038322425],"about_ca_topic_score_codex":0.0022089016,"about_ca_topic_score_gemma":0.0023432493,"teacher_disagreement_score":0.0034684173,"about_ca_system_score_codex":0.00044692075,"about_ca_system_score_gemma":0.00044795376,"threshold_uncertainty_score":0.011603057},"labels":[],"label_agreement":null},{"id":"W3041516332","doi":"10.1016/j.istruc.2020.06.020","title":"Material Quantities of Reinforced Masonry versus Reinforced Concrete Shear Walls","year":2020,"lang":"en","type":"article","venue":"Structures","topic":"Masonry and Concrete Structural 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":"Concordia University","funders":"Concordia University","keywords":"Shear wall; Masonry; Reinforced concrete; Structural engineering; Ductility (Earth science); Shear (geology); Geotechnical engineering; Seismic analysis; Materials science; Geology; Engineering; Composite material","score_opus":0.0143213405533286,"score_gpt":0.21566263371853675,"score_spread":0.20134129316520816,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3041516332","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9689228,0.0002228557,0.018437078,0.00004052946,0.000016579079,0.000013943353,0.00022212748,0.000050342936,0.01207373],"genre_scores_gemma":[0.99756527,0.000042986077,0.0011418683,0.0000034354457,0.0000033931879,0.0000050624453,0.00006558502,0.000016171361,0.0011561748],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99988043,0.000039731352,0.000005639271,0.000024252133,0.000035680227,0.000014375163],"domain_scores_gemma":[0.99925274,0.000538373,0.00006632948,0.000044950757,0.00006387402,0.000033661872],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00037003594,0.00016227944,0.00025660856,0.0007601644,0.00021916478,0.00053163077,0.00035346893,0.00031831654,0.0041386113],"category_scores_gemma":[0.0018810923,0.00020602076,0.00015622989,0.0004725442,0.00041576143,0.0004894133,0.00023212709,0.00023918667,0.00028655888],"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":[0.0009990742,0.00018371257,0.040236607,0.00029609635,0.000053876556,0.0006121983,0.00040753515,0.5536934,0.2436083,0.11354534,0.00072474533,0.045639057],"study_design_scores_gemma":[0.00006414594,0.00045760686,0.22069754,0.0000788977,0.0001084438,0.00037890766,0.00063791295,0.63387996,0.11498939,0.024179041,0.004469043,0.000058995585],"about_ca_topic_score_codex":0.00097340136,"about_ca_topic_score_gemma":0.001837137,"teacher_disagreement_score":0.0041386113,"about_ca_system_score_codex":0.00031328117,"about_ca_system_score_gemma":0.00016138476,"threshold_uncertainty_score":0.013845086},"labels":[],"label_agreement":null},{"id":"W3041727365","doi":"10.1016/j.istruc.2020.06.037","title":"Modeling structural behavior of precast concrete pipe with single elliptical steel cage reinforcement","year":2020,"lang":"en","type":"article","venue":"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":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Reinforcement; Precast concrete; Structural engineering; Stiffness; Deflection (physics); Finite element method; Parametric statistics; Vertical deflection; Cage; Bearing capacity; Ultimate load; Rotation (mathematics); Materials science; Engineering; Computer science; Mathematics","score_opus":0.0218378513666019,"score_gpt":0.22579938974600275,"score_spread":0.20396153837940084,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3041727365","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.90750176,0.00015846879,0.0689004,0.00021040825,0.000031727566,0.00006846394,0.00021040704,0.00033025842,0.022588108],"genre_scores_gemma":[0.9903279,0.000062675725,0.0053580487,0.000015893414,0.0000069203525,0.000029322648,0.0000625514,0.0000393699,0.004097385],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999125,0.000020332205,0.0000025571744,0.000017831202,0.000024109655,0.000022796889],"domain_scores_gemma":[0.9997322,0.00012899522,0.000047594287,0.00001804743,0.000041453448,0.000031722895],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021207958,0.00047734394,0.00040666998,0.0003825367,0.0004575791,0.00048407234,0.0011084672,0.0016794901,0.002217743],"category_scores_gemma":[0.0006388437,0.0005882846,0.0005363812,0.00028322806,0.00070939725,0.00049525406,0.00036750824,0.00049958006,0.00023907724],"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":[0.00000821965,0.000018441186,0.00027496068,0.0000080595155,0.00000323322,0.00002980959,0.000013084168,0.99692506,0.0014375672,0.00071700563,0.000045439374,0.0005191594],"study_design_scores_gemma":[0.0000018276097,0.0000062386416,0.00010646018,7.751305e-7,0.0000011126881,0.0000026432958,0.0000041029707,0.9995766,0.00018704562,0.00007657625,0.000035628556,9.874326e-7],"about_ca_topic_score_codex":0.022921868,"about_ca_topic_score_gemma":0.0149671,"teacher_disagreement_score":0.022921868,"about_ca_system_score_codex":0.0008806561,"about_ca_system_score_gemma":0.0010655639,"threshold_uncertainty_score":0.04557687},"labels":[],"label_agreement":null},{"id":"W3044783077","doi":"10.1016/j.istruc.2020.04.034","title":"Performance of battery rack auxiliary power systems under FEMA 461 quasi-static seismic loading protocol","year":2020,"lang":"en","type":"article","venue":"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":"Science and Engineering Research Council; Natural Sciences and Engineering Research Council of Canada; McMaster University","keywords":"Nuclear power; Rack; Engineering; Stiffness; Reliability engineering; Structural engineering; Computer science; Mechanical engineering","score_opus":0.013897059073849555,"score_gpt":0.23730305325060216,"score_spread":0.2234059941767526,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3044783077","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99162924,0.000022772452,0.0026648147,0.00004898645,0.000008494606,0.000011744769,0.00016422426,0.00023093366,0.005218817],"genre_scores_gemma":[0.9990054,0.0000065828726,0.00016218207,0.0000044829767,6.26475e-7,0.0000036981755,0.00006087526,0.000006278797,0.0007498908],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99975413,0.00005231743,0.000011640867,0.00002636583,0.00006439586,0.000091126],"domain_scores_gemma":[0.9993622,0.00023494048,0.000047786616,0.00007309982,0.00020880619,0.00007318046],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032243773,0.00030127628,0.00046094105,0.00034564908,0.00051559065,0.0005053284,0.00037331218,0.00044468782,0.005620756],"category_scores_gemma":[0.00084876426,0.00012620437,0.00015876499,0.0003234189,0.0004273179,0.00041051244,0.00035985018,0.00022737676,0.0007697366],"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":[0.00614534,0.00038465377,0.015261734,0.00027569896,0.00007423876,0.0005981798,0.00053373363,0.80813694,0.10035786,0.0022410096,0.004060402,0.061930187],"study_design_scores_gemma":[0.00006326632,0.0019420944,0.025205556,0.000023590315,0.00004553201,0.00013425785,0.0008082203,0.9335564,0.036391012,0.00045339146,0.0013467289,0.000030077317],"about_ca_topic_score_codex":0.004641912,"about_ca_topic_score_gemma":0.005361058,"teacher_disagreement_score":0.005620756,"about_ca_system_score_codex":0.00042347642,"about_ca_system_score_gemma":0.00044414468,"threshold_uncertainty_score":0.018803298},"labels":[],"label_agreement":null},{"id":"W3046792622","doi":"10.1016/j.istruc.2020.05.058","title":"Recent advances in the applications of shape memory alloys in civil infrastructures: A review","year":2020,"lang":"en","type":"review","venue":"Structures","topic":"Shape Memory Alloy Transformations","field":"Materials Science","cited_by":177,"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","keywords":"Shape-memory alloy; SMA*; Pseudoelasticity; Smart material; Dissipation; Structural engineering; Materials science; Deformation (meteorology); Engineering; Mechanical engineering; Computer science; Composite material","score_opus":0.026048994507549626,"score_gpt":0.3336137432086567,"score_spread":0.3075647487011071,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3046792622","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":[0.00020719446,0.9980248,0.00018983772,0.00013326088,0.00015585661,0.000004270856,0.00002381715,0.000008328622,0.0012526751],"genre_scores_gemma":[0.00087812444,0.9981406,0.00025006576,0.00009474306,0.0001234215,0.0000036120043,0.000025965242,0.0000016058619,0.00048192195],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99986875,0.000015223211,0.000016920221,0.000031629923,0.000051356394,0.000016095975],"domain_scores_gemma":[0.999701,0.00015470445,0.000045816367,0.000009151344,0.00006889136,0.00002045411],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043353168,0.000881791,0.0010409991,0.002328746,0.00024324744,0.00094276416,0.0007518206,0.0008574275,0.004864926],"category_scores_gemma":[0.00071329286,0.00028720984,0.00046999528,0.0026368066,0.00031287404,0.001123878,0.00059452496,0.0008587869,0.0015668299],"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":[0.00006512734,0.00007405408,0.00023520987,0.03158145,0.00009207104,0.00016054473,0.000058997266,0.0006965537,0.00449549,0.0069998587,0.023108512,0.93243206],"study_design_scores_gemma":[0.000010502449,0.00009588299,0.00058896776,0.0031360472,0.00016823287,0.00057805434,0.00006605061,0.00019630881,0.001259496,0.002239685,0.9916385,0.000022412853],"about_ca_topic_score_codex":0.0010590622,"about_ca_topic_score_gemma":0.0025971297,"teacher_disagreement_score":0.004864926,"about_ca_system_score_codex":0.00042533907,"about_ca_system_score_gemma":0.0010535537,"threshold_uncertainty_score":0.01627481},"labels":[],"label_agreement":null},{"id":"W3080642633","doi":"10.1016/j.istruc.2020.08.041","title":"Manufacturing and structural performance of glass-fiber-reinforced precast-concrete boat ramp planks","year":2020,"lang":"en","type":"article","venue":"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":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Department of Transport and Main Roads, Queensland Government; Natural Sciences and Engineering Research Council of Canada; University of Southern Queensland","keywords":"Fibre-reinforced plastic; Precast concrete; Serviceability (structure); Galvanization; Reinforced concrete; Structural engineering; Materials science; Corrosion; Engineering; Forensic engineering; Composite material; Layer (electronics)","score_opus":0.010532225473198318,"score_gpt":0.20751630191072015,"score_spread":0.19698407643752183,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3080642633","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99963415,0.000027283368,0.00007967816,0.0000034769178,0.0000020117293,0.0000028249788,0.0000157951,0.000006325181,0.00022846895],"genre_scores_gemma":[0.99882835,0.000025221068,0.00027882255,0.0000033739911,8.170417e-7,0.0000020401583,0.00005599916,0.0000044506455,0.00080085726],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996722,0.000025979554,0.000015595635,0.0000647793,0.0001303317,0.00009110767],"domain_scores_gemma":[0.99948764,0.00011998539,0.000098653065,0.000045714067,0.00015148117,0.0000965885],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035763538,0.00035491717,0.0002135957,0.0004015666,0.0005764362,0.00031091121,0.0004005435,0.00051905174,0.0015658357],"category_scores_gemma":[0.0006661504,0.0003404016,0.00039362322,0.00021435834,0.00038458125,0.00030844245,0.00025617052,0.0003274132,0.0003744012],"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":[0.00044109873,0.00015083648,0.0044021667,0.00004310897,0.00001176537,0.00015984576,0.00014087181,0.00436582,0.9871,0.00004835173,0.00007560803,0.0030604615],"study_design_scores_gemma":[0.000019672421,0.0040742215,0.091275595,0.000008119109,0.000041303945,0.00009260909,0.00031914143,0.009964504,0.89373744,0.000023440807,0.00042360794,0.00002025362],"about_ca_topic_score_codex":0.005394767,"about_ca_topic_score_gemma":0.012828899,"teacher_disagreement_score":0.005394767,"about_ca_system_score_codex":0.0007280161,"about_ca_system_score_gemma":0.000355692,"threshold_uncertainty_score":0.01072669},"labels":[],"label_agreement":null},{"id":"W3096268411","doi":"10.1016/j.istruc.2020.10.046","title":"An approach to the selection of target reliability index of Cable-stayed bridge's main girder based on optimal structural parameter ratio from cost-benefit analysis","year":2020,"lang":"en","type":"article","venue":"Structures","topic":"Concrete Corrosion and Durability","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 Saskatchewan","funders":"Systematic Project of Guangxi Key Laboratory of Disaster Prevention and Structural Safety; National Natural Science Foundation of China","keywords":"Reliability (semiconductor); Index (typography); Girder; Reliability engineering; Bridge (graph theory); Structural engineering; Expression (computer science); Mathematical optimization; Computer science; Engineering; Mathematics","score_opus":0.01316780878413333,"score_gpt":0.23600913559398184,"score_spread":0.22284132680984853,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3096268411","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":[0.009846363,0.00038193533,0.98633945,0.00006645509,0.00001506436,0.000056035726,0.000025956742,0.00013520312,0.0031334932],"genre_scores_gemma":[0.6361646,0.001036202,0.35907608,0.00011122185,0.00010032851,0.00036342538,0.00017506698,0.00017592625,0.0027970597],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992126,0.00024471869,0.000043091524,0.00015455722,0.00028523634,0.000059679696],"domain_scores_gemma":[0.99937505,0.00035637888,0.000053472275,0.000029787587,0.00017048419,0.000014873489],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0012606105,0.0013332213,0.0013502635,0.0019371427,0.00043234558,0.0012392345,0.0010975035,0.0009491398,0.0023199166],"category_scores_gemma":[0.002620556,0.00055782107,0.0007994655,0.0009883699,0.00051723106,0.0011258218,0.0007044708,0.0008035222,0.00044980762],"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":[0.0001565688,0.00014565521,0.0016917204,0.00052609714,0.00013190917,0.00025057181,0.00018752704,0.7791837,0.038290996,0.035971098,0.0032248802,0.14023927],"study_design_scores_gemma":[0.000012551399,0.000065150736,0.0006231695,0.000022548244,0.000058877937,0.00008498199,0.000030878633,0.987184,0.0030202637,0.008003214,0.00087555445,0.000018726374],"about_ca_topic_score_codex":0.001972407,"about_ca_topic_score_gemma":0.002157339,"teacher_disagreement_score":0.0023199166,"about_ca_system_score_codex":0.00090601307,"about_ca_system_score_gemma":0.0010043647,"threshold_uncertainty_score":0.007760823},"labels":[],"label_agreement":null},{"id":"W3100290077","doi":"10.1016/j.istruc.2020.10.069","title":"Design of a tuned mass damper for damped structures using an orthogonal-function-based equivalent linearization method","year":2020,"lang":"en","type":"article","venue":"Structures","topic":"Seismic Performance and 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":"University of Windsor","funders":"","keywords":"Tuned mass damper; Benchmark (surveying); Linearization; Random vibration; Control theory (sociology); Damper; Mass ratio; Damping ratio; Vibration; Function (biology); Vibration control; Structural engineering; Computer science; Nonlinear system; Applied mathematics; Engineering; Mathematics; Physics; Acoustics","score_opus":0.054168228835753146,"score_gpt":0.29541191371462855,"score_spread":0.2412436848788754,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3100290077","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":[0.011853937,0.00006964611,0.9850531,0.000049431434,0.000025833577,0.000037223097,0.000014014831,0.00027042406,0.002626426],"genre_scores_gemma":[0.7022006,0.0002685059,0.28776118,0.0001483171,0.000050874387,0.00021967078,0.000074390424,0.00009177935,0.0091847],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99983346,0.000040720977,0.000008628349,0.000036032907,0.000066184155,0.00001507412],"domain_scores_gemma":[0.9998741,0.000037599973,0.000029522636,0.0000120841705,0.000038531998,0.000008122202],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003171031,0.0005733857,0.0005299271,0.00027566022,0.00032991893,0.00048918265,0.0007488082,0.00085104845,0.003426281],"category_scores_gemma":[0.00039521634,0.00025187316,0.00038323406,0.00014317698,0.0003172141,0.00050153316,0.00045187798,0.0004420269,0.00069278426],"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":[0.0003908313,0.00022984542,0.0005699274,0.00058680715,0.00013004732,0.00031782434,0.00038153183,0.40555397,0.38178968,0.031634536,0.0021922041,0.17622282],"study_design_scores_gemma":[0.000031192885,0.00017719039,0.00017302835,0.00001534269,0.000031969226,0.00006966519,0.000020666253,0.9801309,0.015747111,0.00071646785,0.0028705858,0.000015849359],"about_ca_topic_score_codex":0.00068028556,"about_ca_topic_score_gemma":0.00086731464,"teacher_disagreement_score":0.003426281,"about_ca_system_score_codex":0.00024659702,"about_ca_system_score_gemma":0.00032756745,"threshold_uncertainty_score":0.011462033},"labels":[],"label_agreement":null},{"id":"W3105022137","doi":"10.1016/j.istruc.2020.10.072","title":"Effect of bolted shear connectors on the axial load-bending moment interaction capacity of CFT columns","year":2020,"lang":"en","type":"article","venue":"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":"University of Ottawa","funders":"","keywords":"Cable gland; Structural engineering; Materials science; Ductility (Earth science); Shear (geology); Stiffness; Bending moment; Eccentricity (behavior); Shear force; Bending; Composite material; Engineering; Creep","score_opus":0.01397065720682096,"score_gpt":0.23221483946959875,"score_spread":0.2182441822627778,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3105022137","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99677247,0.000099995326,0.0018605959,0.000020406467,0.000014030726,0.0000040248033,0.00007164612,0.00006952595,0.0010873667],"genre_scores_gemma":[0.9994993,0.00001940406,0.0002048802,0.0000055949067,0.0000023322061,0.0000017306545,0.000027267828,0.000009344558,0.00023003797],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995365,0.00012387885,0.000016661641,0.00006809293,0.000110152294,0.00014473032],"domain_scores_gemma":[0.9962606,0.0024652355,0.0004313707,0.00019822057,0.00038953128,0.00025508666],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005856471,0.0005556007,0.00029810963,0.000658538,0.00044650555,0.00064350927,0.0005208312,0.0006723118,0.0048847846],"category_scores_gemma":[0.0029207002,0.00031549166,0.00034870845,0.0005377897,0.0010453276,0.00064014643,0.00034891348,0.0004177956,0.00048439155],"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":[0.004595482,0.00027525795,0.008961481,0.00022990942,0.00007910851,0.0006313366,0.00024957527,0.17464486,0.795417,0.00095688546,0.0004759695,0.013483114],"study_design_scores_gemma":[0.00006279111,0.0025259776,0.044214014,0.00003532192,0.00020508555,0.00023058696,0.00035923402,0.12460954,0.82671446,0.00018998413,0.0007910127,0.000061966064],"about_ca_topic_score_codex":0.0014177515,"about_ca_topic_score_gemma":0.002336438,"teacher_disagreement_score":0.0048847846,"about_ca_system_score_codex":0.00043549525,"about_ca_system_score_gemma":0.00032543985,"threshold_uncertainty_score":0.01634121},"labels":[],"label_agreement":null},{"id":"W3112524304","doi":"10.1016/j.istruc.2020.11.040","title":"Deterioration and damage identification in building structures using a novel feature selection method","year":2020,"lang":"en","type":"article","venue":"Structures","topic":"Structural Health Monitoring Techniques","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":"Feature selection; Structural health monitoring; Identification (biology); Feature (linguistics); Selection (genetic algorithm); SIGNAL (programming language); Computer science; Data mining; Pattern recognition (psychology); Machine learning; Artificial intelligence; Engineering; Structural engineering; Biology","score_opus":0.0347122468469666,"score_gpt":0.34395548102559753,"score_spread":0.3092432341786309,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3112524304","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":[0.1446714,0.0004075877,0.8531471,0.00008252723,0.00006420598,0.00004351269,0.00015473236,0.0007308036,0.0006981012],"genre_scores_gemma":[0.81458604,0.00024343848,0.18230428,0.000059773054,0.000089752495,0.00007705757,0.0004662868,0.000053348023,0.0021200415],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997464,0.000029678858,0.000020284207,0.00007254501,0.000097418895,0.000033723434],"domain_scores_gemma":[0.9995937,0.0001464647,0.000046672692,0.00003669973,0.00015528438,0.000021140164],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003780898,0.00045949814,0.0007392763,0.000848309,0.00025282253,0.00034900694,0.00049480813,0.00044064157,0.000556407],"category_scores_gemma":[0.00063154014,0.00016554855,0.000575808,0.00061628956,0.00016627644,0.00039723166,0.00026521916,0.00029316844,0.0002052056],"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":[0.00039677345,0.00037504258,0.01021431,0.00012316156,0.00014456105,0.00026210607,0.000076664364,0.05493482,0.1571508,0.0006676503,0.0023679684,0.77328616],"study_design_scores_gemma":[0.000018738941,0.0002047699,0.01661504,0.0000065283225,0.00008154736,0.00027337266,0.000021313552,0.96279836,0.01863909,0.00028529868,0.0010363881,0.000019544545],"about_ca_topic_score_codex":0.001698893,"about_ca_topic_score_gemma":0.0021638512,"teacher_disagreement_score":0.001698893,"about_ca_system_score_codex":0.0001634005,"about_ca_system_score_gemma":0.00026979228,"threshold_uncertainty_score":0.0033780336},"labels":[],"label_agreement":null},{"id":"W3119043357","doi":"10.1016/j.istruc.2020.12.033","title":"Numerical study of visco-hyperelastic damper with high axial damping rubber subjected to harmonic loading","year":2021,"lang":"en","type":"article","venue":"Structures","topic":"Vibration Control and Rheological Fluids","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 Ottawa","funders":"","keywords":"Hyperelastic material; Damper; Dissipation; Viscoelasticity; Materials science; Structural engineering; Finite element method; Natural rubber; Displacement (psychology); Composite material; Engineering; Physics","score_opus":0.007911089899273766,"score_gpt":0.2136163830222328,"score_spread":0.20570529312295902,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3119043357","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9753205,0.00021247585,0.010869958,0.00023784049,0.00006195376,0.000040722825,0.00006766705,0.000088606226,0.01310033],"genre_scores_gemma":[0.99634725,0.000055695844,0.0015774961,0.000016922359,0.000007745862,0.000010487968,0.000014896007,0.0000102004615,0.0019592724],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99984396,0.00003841599,0.0000069577927,0.000023067154,0.00004548254,0.00004211999],"domain_scores_gemma":[0.9994149,0.00030117895,0.00009761814,0.000051341995,0.00006454368,0.000070438015],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033303327,0.00036661036,0.0007290012,0.0005951075,0.0008596358,0.0007696981,0.0008459061,0.0017755497,0.0033671805],"category_scores_gemma":[0.0011119075,0.00037162594,0.00051606365,0.00038408805,0.0012909386,0.00048531796,0.00052903127,0.00045375523,0.00020103175],"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":[0.00043010083,0.00029264778,0.0033237932,0.00020792703,0.00005327073,0.0012116804,0.00023060817,0.95209485,0.03346673,0.0034437461,0.000518104,0.004726593],"study_design_scores_gemma":[0.000027141376,0.00012243175,0.0015869442,0.000007698972,0.000016200796,0.000060634364,0.000085227126,0.99576217,0.0019391519,0.00018502482,0.00019539702,0.00001202962],"about_ca_topic_score_codex":0.005038355,"about_ca_topic_score_gemma":0.0032621874,"teacher_disagreement_score":0.005038355,"about_ca_system_score_codex":0.00047137876,"about_ca_system_score_gemma":0.00043900142,"threshold_uncertainty_score":0.011264384},"labels":[],"label_agreement":null},{"id":"W3128771826","doi":"10.1016/j.istruc.2021.01.054","title":"Evaluation of lap-splices in NSM FRP rods for retrofitting RC members","year":2021,"lang":"en","type":"article","venue":"Structures","topic":"Structural Behavior of Reinforced Concrete","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":"Queen's University","funders":"","keywords":"Fibre-reinforced plastic; Structural engineering; Rod; Finite element method; Materials science; Beam (structure); Flexural strength; Retrofitting; Composite material; Engineering","score_opus":0.028750344343094515,"score_gpt":0.30034352565025474,"score_spread":0.2715931813071602,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3128771826","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9943112,0.000080010876,0.004568451,0.00000811675,0.000009694653,0.000016386999,0.000039993058,0.000080331156,0.00088578544],"genre_scores_gemma":[0.99678195,0.00003436979,0.002385577,0.0000034576926,0.0000021514556,0.0000058382207,0.000043215656,0.000013876125,0.00072961586],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99936515,0.00016646387,0.000025344745,0.00008253482,0.00030077188,0.000059722857],"domain_scores_gemma":[0.9984921,0.00038775968,0.00017760957,0.00014263329,0.00069133216,0.0001085951],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00089178834,0.00046576772,0.0003217226,0.0003171863,0.00037067573,0.0002989444,0.0007955426,0.00049532036,0.0022197424],"category_scores_gemma":[0.0015578395,0.00018004671,0.00036774972,0.0002176021,0.00033933268,0.00035100032,0.00021640102,0.00022522126,0.00040493382],"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":[0.0047684633,0.00083401904,0.019232905,0.00030390808,0.000053161082,0.000276779,0.0003525674,0.09021574,0.8179124,0.00062836806,0.00031508482,0.06510656],"study_design_scores_gemma":[0.000078440054,0.016558064,0.050154928,0.00003886169,0.00018060519,0.00024203995,0.00067436305,0.20107806,0.7290892,0.00009106055,0.001780265,0.000034229022],"about_ca_topic_score_codex":0.0018829206,"about_ca_topic_score_gemma":0.0035949703,"teacher_disagreement_score":0.0022197424,"about_ca_system_score_codex":0.0005291089,"about_ca_system_score_gemma":0.00031044945,"threshold_uncertainty_score":0.007425785},"labels":[],"label_agreement":null},{"id":"W3132100490","doi":"10.1016/j.istruc.2021.01.072","title":"Proposal of lateral forces for capacity design of controlled rocking steel cores considering higher mode effects","year":2021,"lang":"en","type":"article","venue":"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":"Alpha Technologies (Canada)","funders":"","keywords":"Structural engineering; Cantilever; Nonlinear system; Structural load; Beam (structure); Boundary value problem; Mode (computer interface); Engineering; Computer science; Physics; Mathematics; Mathematical analysis","score_opus":0.014284070969613906,"score_gpt":0.23307081433816368,"score_spread":0.21878674336854978,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3132100490","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":[0.04771168,0.00019812922,0.937693,0.00008139664,0.000043929333,0.0001182063,0.000053082967,0.00019768211,0.013902892],"genre_scores_gemma":[0.8910307,0.00016250962,0.10472479,0.000033379347,0.000030994004,0.00024823396,0.00008112353,0.0000716567,0.003616529],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99983275,0.00003832755,0.0000057354227,0.000032735807,0.00006389336,0.000026537733],"domain_scores_gemma":[0.9998134,0.000047299767,0.000029716564,0.00001223288,0.000082327526,0.000015111861],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038438424,0.0008967787,0.0006148841,0.0005836022,0.0004079344,0.0006950099,0.0010030107,0.0007437872,0.0029939106],"category_scores_gemma":[0.00056493847,0.00027134936,0.00044262965,0.00027810942,0.0004016862,0.00051490066,0.0004715055,0.00030631316,0.0003241678],"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":[0.000112285175,0.00010650257,0.0006016813,0.00023145128,0.000025672505,0.00012167965,0.000098038814,0.8759963,0.054693297,0.026342202,0.0008726396,0.04079834],"study_design_scores_gemma":[0.000009302291,0.0000995974,0.00019762493,0.000008835026,0.000008754575,0.000015595262,0.00002175155,0.99341005,0.0032398838,0.0018695558,0.0011109023,0.000008043309],"about_ca_topic_score_codex":0.0017921373,"about_ca_topic_score_gemma":0.002282775,"teacher_disagreement_score":0.0029939106,"about_ca_system_score_codex":0.00042887637,"about_ca_system_score_gemma":0.00081032823,"threshold_uncertainty_score":0.010015607},"labels":[],"label_agreement":null},{"id":"W3134822960","doi":"10.1016/j.istruc.2021.02.019","title":"Seismic fragility and damage assessment of reinforced concrete bridge pier under long-duration, near-fault, and far-field ground motions","year":2021,"lang":"en","type":"article","venue":"Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":59,"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; Lakehead University","keywords":"Pier; Structural engineering; Bridge (graph theory); Fragility; Seismic analysis; Engineering; Duration (music); Incremental Dynamic Analysis; Fault (geology); Geology; Geotechnical engineering; Seismology; Physics; Acoustics","score_opus":0.009357953625940375,"score_gpt":0.25566551818996774,"score_spread":0.24630756456402736,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3134822960","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992126,0.0000117201125,0.0005707802,0.000005158155,7.131596e-7,0.0000012849672,0.000034013094,0.0000060998345,0.00015756651],"genre_scores_gemma":[0.9997305,0.000008153194,0.00008098256,8.4530217e-7,7.302675e-7,0.0000010379571,0.00004756385,9.1653914e-7,0.00012919803],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998591,0.000022336075,0.000006804592,0.000022226026,0.000045337416,0.000044191234],"domain_scores_gemma":[0.9996213,0.00011893548,0.00008419797,0.00002204853,0.00007779535,0.00007570244],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034928572,0.00042106063,0.0003079591,0.0009893497,0.0003100188,0.00021040584,0.00028940523,0.0005269656,0.0007350669],"category_scores_gemma":[0.00055291824,0.00019830877,0.0003883357,0.00046454658,0.00026779363,0.00045054033,0.0003722592,0.00022362139,0.00012730983],"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":[0.0021905568,0.0006150157,0.29034108,0.00009594822,0.00015818386,0.0016739405,0.0005025822,0.48976737,0.1746796,0.00068356,0.00047566873,0.038816515],"study_design_scores_gemma":[0.00001806369,0.0010173802,0.40420783,0.0000080710515,0.00005519567,0.00031568497,0.00044927737,0.5792716,0.014229945,0.000236994,0.00015302784,0.000036948495],"about_ca_topic_score_codex":0.0033366121,"about_ca_topic_score_gemma":0.005948844,"teacher_disagreement_score":0.0033366121,"about_ca_system_score_codex":0.00034530705,"about_ca_system_score_gemma":0.00023329438,"threshold_uncertainty_score":0.0066343546},"labels":[],"label_agreement":null},{"id":"W3135214106","doi":"10.1016/j.istruc.2021.02.045","title":"Performance of typical plan concrete buildings under progressive collapse","year":2021,"lang":"en","type":"article","venue":"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":"University of Ottawa","funders":"","keywords":"Progressive collapse; Structural engineering; Plan (archaeology); Column (typography); Shear (geology); Engineering; Reinforced concrete; Geology; Materials science; Composite material","score_opus":0.007143257995362245,"score_gpt":0.22296078579264753,"score_spread":0.21581752779728527,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3135214106","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99890304,0.000015415219,0.0001856897,0.000010335085,0.0000035361697,0.000004085386,0.00009151433,0.00002538933,0.00076089555],"genre_scores_gemma":[0.9994293,0.00001407525,0.00007503145,0.00000277087,9.684838e-7,0.0000020455834,0.00010274684,0.000005095214,0.00036803304],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99973994,0.000038375198,0.000012302011,0.00003337849,0.00007294886,0.00010302824],"domain_scores_gemma":[0.9993975,0.00024097848,0.000040396866,0.000038849357,0.00014252512,0.00013981176],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035230306,0.0004439248,0.00048336296,0.0005171815,0.00059767393,0.00038171216,0.00043892648,0.000748997,0.0025950985],"category_scores_gemma":[0.0011787855,0.00023495565,0.00033633484,0.000372305,0.00067380344,0.00028004378,0.0005197401,0.00031029558,0.0004689289],"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":[0.008773297,0.0006456731,0.036465254,0.00023863584,0.00016349617,0.0015459782,0.00097480894,0.5901686,0.33966008,0.0008983187,0.0012714197,0.019194383],"study_design_scores_gemma":[0.00021932484,0.0098187765,0.31307212,0.000045389224,0.00022210453,0.00078608294,0.0024227737,0.54710823,0.1241298,0.0007112227,0.0013281954,0.00013600798],"about_ca_topic_score_codex":0.009648358,"about_ca_topic_score_gemma":0.010289821,"teacher_disagreement_score":0.009648358,"about_ca_system_score_codex":0.00041083072,"about_ca_system_score_gemma":0.0003567677,"threshold_uncertainty_score":0.01918441},"labels":[],"label_agreement":null},{"id":"W3136615161","doi":"10.1016/j.istruc.2021.02.030","title":"Parametric studies on the behaviour of reinforced elastomeric bearings considering the compressibility and extensibility index, shape factor, and lift-off","year":2021,"lang":"en","type":"article","venue":"Structures","topic":"Seismic Performance and 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 Windsor","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Compressibility; Extensibility; Materials science; Lift (data mining); Elastomer; Structural engineering; Parametric statistics; Compression (physics); Stiffness; Modulus; Finite element method; Material properties; Mechanics; Composite material; Computer science; Mathematics; Engineering; Physics","score_opus":0.026874347517634515,"score_gpt":0.26347683840369684,"score_spread":0.23660249088606233,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3136615161","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9930396,0.00012780803,0.0050675664,0.000028342243,0.000006563392,0.000006470621,0.00003103683,0.00003217814,0.0016603514],"genre_scores_gemma":[0.99939,0.000025308591,0.00034754985,9.848288e-7,0.0000011689422,0.0000028004024,0.000009854474,0.0000025583886,0.00021973338],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997768,0.00005224801,0.000011597118,0.000023555596,0.00008998663,0.000045868455],"domain_scores_gemma":[0.99839044,0.0010373476,0.0002860969,0.00014884258,0.0000965689,0.000040786716],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00064135407,0.00055846287,0.0004877732,0.0005356815,0.00024000269,0.00030817115,0.00060969096,0.00056267664,0.0016536887],"category_scores_gemma":[0.0023299893,0.00021966752,0.00034174227,0.00039210028,0.00069150137,0.00046784908,0.0003565652,0.00029503307,0.00014159014],"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":[0.0011236749,0.00027158658,0.0038542796,0.00027375907,0.00007408001,0.0006904618,0.00065461977,0.67815506,0.28608602,0.0034344841,0.0003230593,0.02505896],"study_design_scores_gemma":[0.000031309584,0.0010904626,0.007957255,0.000029213756,0.000052320393,0.00033421515,0.00017555272,0.9184952,0.07047074,0.0005468245,0.0007681847,0.00004869603],"about_ca_topic_score_codex":0.0004353802,"about_ca_topic_score_gemma":0.0004843036,"teacher_disagreement_score":0.0016536887,"about_ca_system_score_codex":0.00015849515,"about_ca_system_score_gemma":0.00015290605,"threshold_uncertainty_score":0.005532205},"labels":[],"label_agreement":null},{"id":"W3157808373","doi":"10.1016/j.istruc.2021.03.118","title":"Seismic fragility models for typical non-engineered URM residential buildings in Malawi","year":2021,"lang":"en","type":"article","venue":"Structures","topic":"Seismic Performance and Analysis","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":"Western University","funders":"Engineering and Physical Sciences Research Council","keywords":"Fragility; Unreinforced masonry building; Masonry; Low-rise; Vulnerability assessment; Orthotropic material; Vulnerability (computing); Population; Seismic risk; Civil engineering; Geology; Structural engineering; Engineering; Finite element method; Computer science","score_opus":0.008752417416455886,"score_gpt":0.23032289888063834,"score_spread":0.22157048146418246,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3157808373","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9734788,0.00029930825,0.012905398,0.00024204071,0.000014651985,0.000036629808,0.0008781836,0.00007108476,0.012073966],"genre_scores_gemma":[0.99571675,0.00010824895,0.00060459855,0.000010450191,0.0000039661463,0.00001749814,0.00017689778,0.000010525979,0.0033511263],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998305,0.000038709346,0.000009179383,0.000024920138,0.000023558569,0.000073085546],"domain_scores_gemma":[0.9996151,0.0001467388,0.00007763182,0.000020988164,0.00010458953,0.000034939916],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030168815,0.00051435124,0.0005927275,0.00072019704,0.00066718826,0.00109078,0.0013265503,0.0012320569,0.0030847138],"category_scores_gemma":[0.0007892178,0.000483178,0.00074869866,0.0008312988,0.00069332327,0.00061579637,0.00061006675,0.0006130978,0.00041444527],"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":[0.000027631064,0.00002776761,0.0044673113,0.000026074285,0.000013797329,0.00014339737,0.00008356354,0.9912691,0.00052694994,0.0015469181,0.00022589734,0.0016416204],"study_design_scores_gemma":[0.0000032737169,0.000017329445,0.0041699833,0.000007600682,0.000007511515,0.000022806296,0.00010503159,0.99508816,0.0001346617,0.00021104742,0.00022646745,0.0000061749215],"about_ca_topic_score_codex":0.1309577,"about_ca_topic_score_gemma":0.114575304,"teacher_disagreement_score":0.1309577,"about_ca_system_score_codex":0.0021652994,"about_ca_system_score_gemma":0.0012182322,"threshold_uncertainty_score":0.26039088},"labels":[],"label_agreement":null},{"id":"W3167166950","doi":"10.1016/j.istruc.2021.05.007","title":"Composite FRP reinforced concrete members with fiber reinforced polymer spirals","year":2021,"lang":"en","type":"article","venue":"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":"Université de Sherbrooke","funders":"Helwan University","keywords":"Fibre-reinforced plastic; Shear (geology); Structural engineering; Reinforced concrete; Materials science; Composite number; Composite material; Shear strength (soil); Engineering; Geology","score_opus":0.008162607084362868,"score_gpt":0.21928466156410392,"score_spread":0.21112205447974106,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3167166950","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97126526,0.000034455734,0.024614602,0.000014651021,0.000011524233,0.0000140962,0.000027664055,0.000117168776,0.0039005247],"genre_scores_gemma":[0.99157953,0.00002435375,0.00549322,0.0000046058244,0.0000035314351,0.000006451354,0.000028154343,0.000015141906,0.0028449271],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998134,0.00003018001,0.000004804259,0.000034954115,0.00008816187,0.000028537152],"domain_scores_gemma":[0.99945027,0.00012607669,0.00011052664,0.00006551604,0.00016195746,0.00008563257],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026814186,0.00037426094,0.00024351942,0.00036363688,0.00028185986,0.00025608527,0.00038654637,0.00037127483,0.0021579638],"category_scores_gemma":[0.0007419664,0.0002866045,0.00021213401,0.0002659251,0.00038042417,0.00043836242,0.00035129374,0.00026235735,0.0005764098],"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":[0.0008559295,0.00026032902,0.0056758956,0.00007107571,0.000028684937,0.00043452226,0.00030320414,0.20590614,0.7621197,0.0054455735,0.0003587545,0.018540226],"study_design_scores_gemma":[0.000049417,0.0014931033,0.015944242,0.000021653266,0.00004271179,0.00036817245,0.00024420058,0.6436827,0.33374816,0.001666664,0.0027076462,0.000031177675],"about_ca_topic_score_codex":0.0009836475,"about_ca_topic_score_gemma":0.0015643433,"teacher_disagreement_score":0.0021579638,"about_ca_system_score_codex":0.00019932904,"about_ca_system_score_gemma":0.00022936802,"threshold_uncertainty_score":0.007219076},"labels":[],"label_agreement":null},{"id":"W3168302802","doi":"10.1016/j.istruc.2021.05.029","title":"A parametric study into the influence of strain hardening slope on the stability and collapse responses of steel tubes under compressive loading","year":2021,"lang":"en","type":"article","venue":"Structures","topic":"Structural Load-Bearing 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":"Dalhousie University","funders":"","keywords":"Parametric statistics; Hardening (computing); Strain hardening exponent; Structural engineering; Materials science; Finite element method; Softening; Buckling; Composite material; Engineering; Mathematics","score_opus":0.018787447018821568,"score_gpt":0.25521893700393444,"score_spread":0.23643148998511287,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3168302802","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9975159,0.000021110309,0.0012882788,0.000013825426,0.00000197513,0.000006410887,0.000024430678,0.000018911538,0.0011091444],"genre_scores_gemma":[0.99964356,0.000011703148,0.00014573439,0.0000016971536,8.8499405e-7,0.0000024918413,0.000007494487,0.0000024441224,0.0001839906],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998698,0.000026648686,0.000004442659,0.000018949335,0.000047794256,0.0000324122],"domain_scores_gemma":[0.9991536,0.00057595485,0.000109525594,0.00007802712,0.000053390424,0.00002945554],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023627274,0.00035591706,0.00021376135,0.0002832818,0.0002932291,0.0002550767,0.0004019149,0.00050776865,0.001864076],"category_scores_gemma":[0.001509223,0.00021456221,0.00023879725,0.00020990049,0.0007403285,0.0002824482,0.0003345732,0.00030892243,0.00013667709],"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":[0.0010940373,0.00029257426,0.004732973,0.00013179587,0.000027162152,0.00074102165,0.00055290275,0.15642154,0.82135254,0.0010980641,0.00023648755,0.013318904],"study_design_scores_gemma":[0.000048715952,0.0022916403,0.038929768,0.00002153588,0.00006158779,0.00040287676,0.00040293057,0.65763134,0.29894462,0.00048822394,0.00071128353,0.00006558562],"about_ca_topic_score_codex":0.00079048635,"about_ca_topic_score_gemma":0.0010781089,"teacher_disagreement_score":0.001864076,"about_ca_system_score_codex":0.00016902143,"about_ca_system_score_gemma":0.00015569318,"threshold_uncertainty_score":0.006235957},"labels":[],"label_agreement":null},{"id":"W3173942326","doi":"10.1016/j.istruc.2021.06.043","title":"Parametric study on the vertical operational characteristics of carbon fiber reinforced elastomeric isolators using Taguchi approach","year":2021,"lang":"en","type":"article","venue":"Structures","topic":"Structural Engineering and Vibration 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":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"University of British Columbia","keywords":"Stiffness; Taguchi methods; Materials science; Elastomer; Parametric statistics; Modulus; Composite material; Compression (physics); Structural engineering; Fiber; Engineering; Mathematics","score_opus":0.015614842447171502,"score_gpt":0.23263926700305632,"score_spread":0.2170244245558848,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3173942326","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9726882,0.0001651083,0.025495542,0.000029962655,0.000008733412,0.000009030098,0.000024556468,0.00006342973,0.0015155517],"genre_scores_gemma":[0.9982236,0.000023826802,0.0014647545,0.0000026627717,0.0000017829723,0.0000033953659,0.000007285513,0.000004379739,0.00026830804],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996333,0.0000763699,0.0000122962065,0.000055571356,0.00015660733,0.00006587429],"domain_scores_gemma":[0.9989054,0.0006104561,0.00021491927,0.00010029219,0.00014039881,0.000028489438],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043780933,0.00044196477,0.00023222451,0.00027108897,0.0001981617,0.00033159775,0.0004918496,0.00047688032,0.0009197399],"category_scores_gemma":[0.00079492544,0.00019750246,0.0002805882,0.0002705609,0.0003754393,0.0003892757,0.0002457455,0.00024230768,0.000114829294],"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":[0.00045857788,0.000107642336,0.0029060303,0.00015722147,0.00003060813,0.00021641242,0.00046145378,0.03803973,0.9293238,0.0006998698,0.00013063263,0.027468076],"study_design_scores_gemma":[0.0000285102,0.0036682575,0.02541255,0.00003244981,0.000103706385,0.000558953,0.0004451343,0.27186212,0.6953534,0.00033165366,0.0021201577,0.00008307967],"about_ca_topic_score_codex":0.00033965553,"about_ca_topic_score_gemma":0.0005707706,"teacher_disagreement_score":0.0009197399,"about_ca_system_score_codex":0.00019136122,"about_ca_system_score_gemma":0.000137335,"threshold_uncertainty_score":0.0030767918},"labels":[],"label_agreement":null},{"id":"W3174327678","doi":"10.1016/j.istruc.2021.05.081","title":"Axial capacity and stiffness of post-heated circular and square columns strengthened with carbon fiber reinforced polymer jackets","year":2021,"lang":"en","type":"article","venue":"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":"Université de Sherbrooke","funders":"Deanship of Scientific Research, King Saud University; King Saud University","keywords":"Stiffness; Materials science; STRIPS; Composite material; Square (algebra); Structural engineering; Fibre-reinforced plastic; Carbon fiber reinforced polymer; Reinforced concrete; Engineering; Mathematics; Geometry","score_opus":0.007166585265152711,"score_gpt":0.1956766553629162,"score_spread":0.1885100700977635,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3174327678","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999479,0.000026106925,0.00018206505,0.0000033009815,0.0000021045441,8.916735e-7,0.000031422536,0.000007758568,0.00026733032],"genre_scores_gemma":[0.9994369,0.000008103644,0.00007327973,0.0000010275634,5.150638e-7,9.080668e-7,0.000028339173,0.0000022366357,0.0004487337],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998975,0.0000100939915,0.000003849398,0.000022318556,0.0000365625,0.000029708322],"domain_scores_gemma":[0.9996196,0.00012363681,0.00007753406,0.000034565695,0.00009204658,0.00005261569],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001927232,0.00018331256,0.000144685,0.00033141414,0.00019053029,0.00013565796,0.0002828365,0.00024610164,0.0019332065],"category_scores_gemma":[0.0003865499,0.00018196866,0.00016684708,0.00016616598,0.0004387213,0.00024053759,0.00016013287,0.00023723638,0.00024622324],"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":[0.0007840962,0.000101242586,0.0068521807,0.0000544443,0.000015686732,0.00019554699,0.0001924731,0.018857438,0.9680742,0.00027578807,0.00013196352,0.004465039],"study_design_scores_gemma":[0.000015862284,0.0008696806,0.08925756,0.000015274814,0.000034650115,0.00013230141,0.0002867138,0.06340922,0.84531486,0.00011115649,0.0005126411,0.00004011117],"about_ca_topic_score_codex":0.001861698,"about_ca_topic_score_gemma":0.0036917147,"teacher_disagreement_score":0.0019332065,"about_ca_system_score_codex":0.0002161746,"about_ca_system_score_gemma":0.00020482187,"threshold_uncertainty_score":0.006467283},"labels":[],"label_agreement":null},{"id":"W3174351918","doi":"10.1016/j.istruc.2021.06.012","title":"New mechanics-based confinement model and stress–strain relationship for analysis and design of concrete columns wrapped with FRP composites","year":2021,"lang":"en","type":"article","venue":"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":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; Stress (linguistics); Structural engineering; Stress–strain curve; Test data; Plasticity; Materials science; Strain (injury); Composite material; Deformation (meteorology); Computer science; Engineering","score_opus":0.021535589362799337,"score_gpt":0.2394436174531872,"score_spread":0.21790802809038787,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3174351918","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":[0.026504058,0.0002463135,0.9635837,0.00009924961,0.00004653741,0.00005435661,0.00006062333,0.0002917698,0.009113329],"genre_scores_gemma":[0.7834611,0.00073709944,0.1969407,0.00019732284,0.00008294171,0.0005138751,0.0002820595,0.00038937875,0.017395498],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997936,0.000038097125,0.000008146573,0.000035471232,0.00010070632,0.000023991013],"domain_scores_gemma":[0.99985194,0.00003868973,0.000024731362,0.000015485526,0.00005591975,0.000013305813],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002543649,0.00088332314,0.0009033533,0.00063071813,0.00050372846,0.0005653662,0.0016224092,0.0012692116,0.001982566],"category_scores_gemma":[0.00052002905,0.0006719922,0.0008823079,0.00051261374,0.00049858505,0.0007701009,0.0005935865,0.0006567398,0.000644534],"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":[0.000007570285,0.000048906368,0.0002374355,0.000030437048,0.000013560282,0.00006261958,0.000025441683,0.9776393,0.008717552,0.004674295,0.00033905765,0.008203764],"study_design_scores_gemma":[7.48403e-7,0.0000057660254,0.000051277417,0.000001550078,0.0000017461917,0.0000050695703,0.0000026846674,0.99915123,0.00025294762,0.0002735076,0.00025180413,0.0000017018447],"about_ca_topic_score_codex":0.0064559276,"about_ca_topic_score_gemma":0.009166889,"teacher_disagreement_score":0.0064559276,"about_ca_system_score_codex":0.00062485784,"about_ca_system_score_gemma":0.0009901442,"threshold_uncertainty_score":0.012836695},"labels":[],"label_agreement":null},{"id":"W3177124294","doi":"10.1016/j.istruc.2021.06.039","title":"Impact of ground motion duration on concrete shear walls reinforced with different types of shape memory alloy rebars","year":2021,"lang":"en","type":"article","venue":"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":"Western University","funders":"","keywords":"Structural engineering; SMA*; Bending moment; Shape-memory alloy; Shear (geology); Reinforced concrete; Plastic hinge; Bending; Hinge; Ground motion; Materials science; Shear force; Shear wall; Geotechnical engineering; Geology; Engineering; Composite material; Mathematics","score_opus":0.006922894942552749,"score_gpt":0.2203193244095015,"score_spread":0.21339642946694876,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3177124294","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.999228,0.000051085524,0.00025481379,0.000004166289,0.0000043868686,0.0000011565196,0.000038212573,0.000007794951,0.00041031875],"genre_scores_gemma":[0.99943906,0.00002742626,0.00006299283,0.0000018866472,0.0000010875397,0.0000010554476,0.000044178523,0.0000040183727,0.00041820967],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998253,0.00002241861,0.00000709929,0.000027649305,0.000047681864,0.000069782065],"domain_scores_gemma":[0.9993299,0.00031999237,0.00009769235,0.000039401624,0.00012518383,0.00008776616],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024281068,0.00033831035,0.00033738062,0.0004462841,0.00030149435,0.0003362268,0.00026782526,0.0004961033,0.002977564],"category_scores_gemma":[0.00064087013,0.00014876513,0.00025818875,0.00027657737,0.00035898603,0.00026943858,0.00023349111,0.00024343168,0.00029746996],"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":[0.0119854305,0.0006211069,0.036574174,0.00031381723,0.0001199468,0.0012408635,0.00040758174,0.14201742,0.7761036,0.00062842475,0.00042609556,0.029561626],"study_design_scores_gemma":[0.00010443487,0.010030946,0.26752582,0.000074836804,0.0003591629,0.00037102096,0.0017048818,0.15694058,0.56113833,0.0003076363,0.0013693592,0.00007301486],"about_ca_topic_score_codex":0.001604898,"about_ca_topic_score_gemma":0.0028263705,"teacher_disagreement_score":0.002977564,"about_ca_system_score_codex":0.00029827649,"about_ca_system_score_gemma":0.00021126967,"threshold_uncertainty_score":0.00996089},"labels":[],"label_agreement":null},{"id":"W3188811969","doi":"10.1016/j.istruc.2021.07.072","title":"Cross-section capacity of RHS and SHS at elevated temperatures: Comparison of design methodologies","year":2021,"lang":"en","type":"article","venue":"Structures","topic":"Fire effects on concrete materials","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":"Université Laval","funders":"Fundação para a Ciência e a Tecnologia","keywords":"Eurocode; Structural engineering; Parametric statistics; Bending; Buckling; Shell (structure); Fire resistance; Section (typography); Cross section (physics); Compression (physics); Cold-formed steel; Engineering; Computer science; Materials science; Mechanical engineering; Mathematics; Composite material","score_opus":0.05876622737555743,"score_gpt":0.31998466903956896,"score_spread":0.26121844166401154,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3188811969","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7971715,0.00061541854,0.17094186,0.00009383904,0.000022927989,0.000118849784,0.001085954,0.0007631865,0.029186537],"genre_scores_gemma":[0.9857809,0.0001121287,0.011204666,0.0000066120892,0.0000039742004,0.000043859294,0.00017512309,0.00006782943,0.0026047654],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997086,0.000057578996,0.000013550863,0.00004121729,0.00013409228,0.00004495917],"domain_scores_gemma":[0.9992242,0.00031311795,0.00010635578,0.00011053421,0.00021243333,0.00003341215],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009321238,0.00027318564,0.00034191398,0.00082127866,0.00019138548,0.00038262462,0.0007719804,0.00027123763,0.005024219],"category_scores_gemma":[0.0009044614,0.00030441963,0.00041786613,0.0004732467,0.00034240913,0.0004933973,0.00034305837,0.00021605982,0.0005956968],"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":[0.00076583825,0.00013478404,0.008396761,0.00044874017,0.00004434211,0.00006842526,0.00025622037,0.69680417,0.1576732,0.008990279,0.00064779626,0.12576942],"study_design_scores_gemma":[0.000043991127,0.0007673605,0.01572418,0.000050505772,0.00007623366,0.00011791771,0.00026080056,0.6235246,0.34905905,0.002409846,0.007905387,0.000060092338],"about_ca_topic_score_codex":0.0015265478,"about_ca_topic_score_gemma":0.0035175853,"teacher_disagreement_score":0.005024219,"about_ca_system_score_codex":0.00049615133,"about_ca_system_score_gemma":0.00060493825,"threshold_uncertainty_score":0.016807735},"labels":[],"label_agreement":null},{"id":"W3199942383","doi":"10.1016/j.istruc.2021.09.046","title":"Behavior of novel hybrid lightweight concrete composites under drop-weight impact loading","year":2021,"lang":"en","type":"article","venue":"Structures","topic":"Innovative concrete reinforcement materials","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":"Memorial University of Newfoundland","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Composite material; Materials science; Drop (telecommunication); Structural engineering; Engineering; Mechanical engineering","score_opus":0.013841614502587038,"score_gpt":0.25776925713487897,"score_spread":0.24392764263229194,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3199942383","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99852777,0.000091363116,0.00042230327,0.000009391017,0.0000090344565,0.0000047758217,0.00008589002,0.000042024683,0.00080746325],"genre_scores_gemma":[0.9988477,0.000046991412,0.00028118666,0.0000059456866,0.0000016694732,0.0000038308913,0.00008080571,0.000012383734,0.00071947277],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997749,0.000013073057,0.0000081776025,0.000039561335,0.00010001733,0.000064238644],"domain_scores_gemma":[0.9996356,0.000067008295,0.00008536989,0.000020629272,0.000104557475,0.000086926724],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017911317,0.0002855615,0.00020476857,0.00050001836,0.00028837073,0.00021785162,0.00018726387,0.00032937902,0.002721498],"category_scores_gemma":[0.00038339227,0.00020653212,0.00018205683,0.00030792973,0.00046523722,0.000263508,0.00020507435,0.000341323,0.00032938624],"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":[0.00029584882,0.000034939832,0.00047047142,0.000037381156,0.000007551824,0.00010739741,0.00008831297,0.0024840266,0.994997,0.000119350894,0.000067870686,0.0012897761],"study_design_scores_gemma":[0.000012016553,0.00047354127,0.010409249,0.000009822489,0.000019672283,0.00009889398,0.00012725491,0.014891732,0.9731215,0.00006687923,0.00074450235,0.000024785371],"about_ca_topic_score_codex":0.0019193433,"about_ca_topic_score_gemma":0.003451868,"teacher_disagreement_score":0.002721498,"about_ca_system_score_codex":0.0002554571,"about_ca_system_score_gemma":0.00025097563,"threshold_uncertainty_score":0.0091043115},"labels":[],"label_agreement":null},{"id":"W3200835545","doi":"10.1016/j.istruc.2021.09.024","title":"Performance evaluation of self-centering rocking shear walls: Part 1 — Quantification of structural damages","year":2021,"lang":"en","type":"article","venue":"Structures","topic":"Seismic Performance and 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 British Columbia","funders":"China Scholarship Council; Science and Technology Commission of Shanghai Municipality; University of British Columbia; National Natural Science Foundation of China","keywords":"Stirrup; Damages; Structural engineering; Shear (geology); Damage control; Materials science; Computer science; Engineering; Geology; Composite material","score_opus":0.022559810276480276,"score_gpt":0.2658244283402161,"score_spread":0.2432646180637358,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3200835545","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9604505,0.00011640682,0.03755227,0.000017095046,0.000007325457,0.000030162679,0.00013391484,0.00016792904,0.001524499],"genre_scores_gemma":[0.9941729,0.00006097522,0.005044107,0.0000024564251,0.000002944361,0.000009909112,0.00012077447,0.000012459203,0.0005734725],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995938,0.00007938173,0.000019969806,0.00006707882,0.00019734072,0.00004236519],"domain_scores_gemma":[0.9990909,0.00034419735,0.00013623768,0.00014268467,0.0002259149,0.000060055732],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007357352,0.00082410674,0.0005942604,0.0009979226,0.00032407447,0.0005472894,0.00063154346,0.00088631484,0.0011266673],"category_scores_gemma":[0.0012864629,0.00020233094,0.000429555,0.00052330986,0.0005249705,0.0005438456,0.0004873656,0.00031435463,0.00029483455],"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":[0.00093497545,0.00028192982,0.023347192,0.0002288607,0.0000958459,0.00022719557,0.00023556882,0.6172134,0.28606772,0.0009865147,0.00026768073,0.07011314],"study_design_scores_gemma":[0.00001839849,0.0011360756,0.037246957,0.000019657658,0.000066151835,0.000105254345,0.00014148264,0.76990974,0.19055633,0.00035003066,0.0004116239,0.000038285965],"about_ca_topic_score_codex":0.0014410198,"about_ca_topic_score_gemma":0.0015540504,"teacher_disagreement_score":0.0014410198,"about_ca_system_score_codex":0.00034154972,"about_ca_system_score_gemma":0.0003372559,"threshold_uncertainty_score":0.0038909316},"labels":[],"label_agreement":null},{"id":"W3203206518","doi":"10.1016/j.istruc.2021.09.086","title":"Mechanical performance of timber-concrete bolted connections under cyclic loading","year":2021,"lang":"en","type":"article","venue":"Structures","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":17,"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":"China Scholarship Council; University of British Columbia; National Natural Science Foundation of China","keywords":"Structural engineering; Hinge; Stiffness; Work (physics); Engineering; Plastic hinge; Composite number; Seismic loading; Materials science; Composite material; Mechanical engineering","score_opus":0.012290275851503807,"score_gpt":0.20989319236426712,"score_spread":0.19760291651276332,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3203206518","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990445,0.00005693387,0.00017158044,0.000006766918,0.000008179177,0.000004088408,0.00006711808,0.000020925394,0.0006198668],"genre_scores_gemma":[0.9988462,0.000027314247,0.00009923781,0.000004225886,0.0000019222712,0.000004505706,0.00008633021,0.0000073877814,0.00092293305],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99950397,0.00005876979,0.000034018954,0.00007893676,0.00019741371,0.00012677637],"domain_scores_gemma":[0.998949,0.00037945085,0.00017035805,0.000100818834,0.00021855325,0.00018182331],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00043790907,0.0005645932,0.00032051303,0.0007820484,0.0005646928,0.0002992495,0.00065911916,0.0009079865,0.0056197965],"category_scores_gemma":[0.001675889,0.00036092347,0.00035171313,0.000641135,0.000762489,0.00039804645,0.00047880656,0.00046266775,0.0007521796],"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":[0.003512255,0.00031416706,0.009412006,0.00018145195,0.00007069382,0.0007948631,0.000922144,0.0297327,0.9385807,0.0003000514,0.00043308645,0.015745873],"study_design_scores_gemma":[0.00011069864,0.00755982,0.17501192,0.00009762285,0.00018050482,0.0006283209,0.0011032692,0.053815976,0.75909877,0.00026187042,0.002006941,0.00012428996],"about_ca_topic_score_codex":0.0024307359,"about_ca_topic_score_gemma":0.005389297,"teacher_disagreement_score":0.0056197965,"about_ca_system_score_codex":0.0003063041,"about_ca_system_score_gemma":0.0003235441,"threshold_uncertainty_score":0.01880008},"labels":[],"label_agreement":null},{"id":"W3204303806","doi":"10.1016/j.istruc.2021.08.094","title":"Design, validation, and application of a hybrid shape memory alloy-magnetorheological fluid-based core bracing system under tension and compression","year":2021,"lang":"en","type":"article","venue":"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":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Bracing; Magnetorheological fluid; SMA*; Structural engineering; Damper; Shape-memory alloy; Dissipation; Stiffness; Smart material; Engineering; Materials science; Computer science; Brace; Composite material","score_opus":0.015123356968337914,"score_gpt":0.22072730096249593,"score_spread":0.20560394399415802,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3204303806","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6978645,0.0008559106,0.2892722,0.00023188011,0.00024151393,0.0005367677,0.00017112319,0.001708798,0.009117413],"genre_scores_gemma":[0.9627137,0.00012805704,0.033560906,0.00003159825,0.000009732681,0.00011441264,0.000062461404,0.000040073774,0.0033390932],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996798,0.000031485728,0.00001739114,0.000057049507,0.00018101238,0.000033306274],"domain_scores_gemma":[0.9996767,0.000035304696,0.000057467827,0.000043359723,0.0001581782,0.000029008024],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003973523,0.00030968853,0.00043069193,0.00028172717,0.000425299,0.00058491743,0.0010308458,0.00040163068,0.0013085584],"category_scores_gemma":[0.00042372075,0.00017547865,0.0001796403,0.00016043747,0.0003396029,0.00034743157,0.00034708926,0.00019320562,0.0006172354],"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":[0.00020252488,0.00012458338,0.0007096476,0.00021938984,0.000020961605,0.00006258116,0.00009706756,0.008547267,0.9542035,0.0012217076,0.0003249039,0.03426601],"study_design_scores_gemma":[0.00011458714,0.001709288,0.0028508436,0.000020878779,0.00006478757,0.00017099768,0.000079379846,0.15283246,0.82811886,0.0002368839,0.013754859,0.00004618415],"about_ca_topic_score_codex":0.0009794096,"about_ca_topic_score_gemma":0.0016080308,"teacher_disagreement_score":0.0013085584,"about_ca_system_score_codex":0.00036768417,"about_ca_system_score_gemma":0.0011041773,"threshold_uncertainty_score":0.004377544},"labels":[],"label_agreement":null},{"id":"W3205499947","doi":"10.1016/j.istruc.2021.10.012","title":"Experimental and analytical investigation on shear behavior of profiled steel sheet dry board composite wall system","year":2021,"lang":"en","type":"article","venue":"Structures","topic":"Structural Analysis of Composite 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":"Toronto Metropolitan University","funders":"","keywords":"Fastener; Structural engineering; Composite number; Formwork; Shear (geology); Materials science; Engineering; Flexibility (engineering); Composite material","score_opus":0.013434624526409457,"score_gpt":0.23907721012212146,"score_spread":0.22564258559571201,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3205499947","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9970023,0.000041313535,0.0016800978,0.000008597667,0.0000054764923,0.0000056139183,0.00007174976,0.000024817082,0.0011599764],"genre_scores_gemma":[0.9983494,0.00003277467,0.0006944568,0.000002471171,0.0000019065998,0.0000046150294,0.000051115425,0.000003719565,0.0008594637],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998611,0.000015041867,0.000005137263,0.000029363438,0.000064221575,0.00002512769],"domain_scores_gemma":[0.99980634,0.0000410706,0.000027532978,0.000032596497,0.00007589003,0.000016593849],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001638317,0.0002543181,0.00017911385,0.0002158115,0.0003566237,0.0001590846,0.00023196868,0.00030179086,0.0022316542],"category_scores_gemma":[0.00025377382,0.00016888996,0.00015059813,0.00022358152,0.0002923802,0.00021685728,0.00015410042,0.00023227344,0.00025735906],"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":[0.0001938184,0.000057219713,0.0012990498,0.000042074967,0.0000037042269,0.00007902015,0.00018002022,0.0018412396,0.99300355,0.0002644032,0.00009323457,0.00294274],"study_design_scores_gemma":[0.000014972814,0.00087493204,0.023109024,0.000007409676,0.000019347935,0.00010991667,0.00028518264,0.014214659,0.95982283,0.00010121721,0.0014243516,0.0000161302],"about_ca_topic_score_codex":0.00063280115,"about_ca_topic_score_gemma":0.0008206403,"teacher_disagreement_score":0.0022316542,"about_ca_system_score_codex":0.0001475838,"about_ca_system_score_gemma":0.00015180834,"threshold_uncertainty_score":0.0074656606},"labels":[],"label_agreement":null},{"id":"W3215511319","doi":"10.1016/j.istruc.2021.11.018","title":"The twenty-first century of structural engineering research: A topic modeling approach","year":2021,"lang":"en","type":"article","venue":"Structures","topic":"BIM and Construction Integration","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":"McGill University","funders":"","keywords":"Latent Dirichlet allocation; Topic model; Similarity (geometry); Theme (computing); Computer science; Data science; Political science; Library science; Information retrieval; World Wide Web; Artificial intelligence","score_opus":0.026256507621909186,"score_gpt":0.25096511795616727,"score_spread":0.2247086103342581,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3215511319","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":[0.03381923,0.13426243,0.40570617,0.08101937,0.0039171455,0.00018506902,0.00067125657,0.0004713471,0.33994797],"genre_scores_gemma":[0.65853465,0.10594793,0.14360352,0.008303526,0.004475915,0.0006686157,0.00053307606,0.0006319258,0.077300884],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99752766,0.001484734,0.00010964737,0.0003193531,0.00043230315,0.00012641898],"domain_scores_gemma":[0.99601525,0.00280669,0.00017086585,0.0003163096,0.00043215562,0.00025864618],"candidate_categories":["bibliometrics"],"consensus_categories":[],"category_scores_codex":[0.0049320753,0.0009439456,0.0011341225,0.006966338,0.0031110442,0.011645572,0.00210353,0.0029711232,0.008455928],"category_scores_gemma":[0.004950938,0.0006651734,0.0007640808,0.00678432,0.014948048,0.013215489,0.0031476559,0.0033116515,0.0010143076],"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":[0.0000088910465,0.000018083776,0.00018777371,0.000107806445,0.000008366021,0.000051705676,0.0029846374,0.0009165662,0.00008007423,0.9823682,0.0023176612,0.0109501695],"study_design_scores_gemma":[0.000009181638,0.000025166339,0.000478318,0.0003552641,0.000016284335,0.00015137407,0.004548053,0.0040192115,0.00018533388,0.73513913,0.25505465,0.000018111272],"about_ca_topic_score_codex":0.005789752,"about_ca_topic_score_gemma":0.0063396273,"teacher_disagreement_score":0.99303365,"about_ca_system_score_codex":0.0075462232,"about_ca_system_score_gemma":0.0053801564,"threshold_uncertainty_score":0.054751873},"labels":[],"label_agreement":null},{"id":"W3215735958","doi":"10.1016/j.istruc.2021.10.088","title":"Vibration-based multiclass damage detection and localization using long short-term memory networks","year":2021,"lang":"en","type":"article","venue":"Structures","topic":"Infrastructure Maintenance and Monitoring","field":"Engineering","cited_by":123,"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; Western University","keywords":"Benchmark (surveying); Computer science; Pattern recognition (psychology); Artificial intelligence; Convolutional neural network; Novelty detection; Bridge (graph theory); Artificial neural network; Binary classification; Novelty; Support vector machine","score_opus":0.007399391193497955,"score_gpt":0.2214294804103774,"score_spread":0.21403008921687947,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3215735958","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":[0.29254088,0.0013112751,0.7016178,0.000199375,0.00017315624,0.000033077624,0.00027176485,0.000926516,0.0029262032],"genre_scores_gemma":[0.96163243,0.00026108132,0.03476993,0.00007658032,0.00007108466,0.00002583744,0.00020493017,0.000019483678,0.0029386557],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99977034,0.000025291098,0.00001129737,0.00008147538,0.00006558716,0.000046008],"domain_scores_gemma":[0.99957377,0.00016439275,0.00009911972,0.000051197836,0.00008811839,0.000023332665],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002592462,0.00060633454,0.0005806874,0.00071069243,0.0002595883,0.00041753045,0.0007814621,0.0006570625,0.0010070158],"category_scores_gemma":[0.0008468852,0.00019604502,0.00026408295,0.0006910935,0.00025157363,0.0007276176,0.00052680686,0.0004857754,0.0004013511],"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":[0.0010144004,0.00047503068,0.009816611,0.00014698006,0.00015092434,0.00023011939,0.000089451096,0.1817484,0.06607317,0.0016037056,0.002242672,0.73640853],"study_design_scores_gemma":[0.000007433389,0.00008518689,0.003018253,0.000007633041,0.00002230005,0.000089497924,0.00001637464,0.9889613,0.0065741693,0.00094317214,0.0002653046,0.000009325755],"about_ca_topic_score_codex":0.002865759,"about_ca_topic_score_gemma":0.005591831,"teacher_disagreement_score":0.002865759,"about_ca_system_score_codex":0.00036102106,"about_ca_system_score_gemma":0.00027414842,"threshold_uncertainty_score":0.005698085},"labels":[],"label_agreement":null},{"id":"W4206431391","doi":"10.1016/j.istruc.2022.01.034","title":"Shape memory alloys (SMAs) for resilient bridges: A state-of-the-art review","year":2022,"lang":"en","type":"review","venue":"Structures","topic":"Shape Memory Alloy Transformations","field":"Materials Science","cited_by":100,"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; Lakehead University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Shape-memory alloy; Materials science; State (computer science); Structural engineering; Cognitive science; Psychology; Computer science; Composite material; Engineering; Programming language","score_opus":0.05120270493653033,"score_gpt":0.3319525730504426,"score_spread":0.2807498681139123,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4206431391","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":[0.0003335162,0.99752086,0.00032616485,0.00013050484,0.00017434539,0.0000071430013,0.000049284972,0.000014964272,0.0014431999],"genre_scores_gemma":[0.001616764,0.996951,0.0004654948,0.000082434744,0.00008555556,0.0000071302584,0.000059570633,0.0000032849791,0.0007287819],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99985933,0.000015433669,0.000017188022,0.00003372699,0.000053698866,0.000020570289],"domain_scores_gemma":[0.9997913,0.000101396385,0.00003539242,0.000009278954,0.000047866764,0.000014726232],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00045569713,0.0010625649,0.0011592855,0.002121614,0.00028125403,0.0010775072,0.0009190032,0.0009930974,0.0047707125],"category_scores_gemma":[0.00069228635,0.00035847476,0.0005338157,0.002072336,0.00031948247,0.0013450301,0.00073264015,0.0010413458,0.0020599628],"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":[0.000073331816,0.00008408055,0.00018688577,0.0318374,0.00009800003,0.00013404447,0.00005222383,0.0006884099,0.0068404744,0.01038383,0.019899422,0.9297219],"study_design_scores_gemma":[0.000009892677,0.0001229525,0.00032259623,0.0029959688,0.00015769685,0.000565021,0.000056053683,0.00026085527,0.0032973513,0.0024921969,0.9896958,0.000023604107],"about_ca_topic_score_codex":0.0006675784,"about_ca_topic_score_gemma":0.001779466,"teacher_disagreement_score":0.0047707125,"about_ca_system_score_codex":0.00032742508,"about_ca_system_score_gemma":0.0009802916,"threshold_uncertainty_score":0.01595968},"labels":[],"label_agreement":null},{"id":"W4211081430","doi":"10.1016/j.istruc.2022.01.073","title":"Assessment of spectrum-matched time histories for floor response spectra generation","year":2022,"lang":"en","type":"article","venue":"Structures","topic":"Seismic Performance and 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":"Tetra Tech (Canada)","funders":"National Natural Science Foundation of China","keywords":"Amplitude; Spectral line; Scaling; Ground motion; Spectral density; Response spectrum; Matching (statistics); Spectrum (functional analysis); Statistical physics; Spectral shape analysis; Physics; Computational physics; Acoustics; Mathematics; Structural engineering; Statistics; Engineering; Optics; Geometry; Quantum mechanics","score_opus":0.008083897876863786,"score_gpt":0.2363518652506105,"score_spread":0.22826796737374672,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4211081430","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.49661866,0.00031376423,0.49283218,0.00009861663,0.000053389565,0.00015165472,0.0007412976,0.0018296655,0.007360705],"genre_scores_gemma":[0.8970906,0.00014008138,0.10037542,0.000022633832,0.000015020981,0.00004540063,0.0005690018,0.00021099718,0.001530913],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995303,0.0001027778,0.00001826463,0.000048159727,0.0002580871,0.000042488453],"domain_scores_gemma":[0.9976974,0.0011222089,0.00017799977,0.0002731599,0.0006051267,0.00012404092],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009631004,0.0005758755,0.0002689181,0.0009846926,0.0002831017,0.00073779194,0.000464175,0.000762023,0.0040795812],"category_scores_gemma":[0.004631116,0.00019219783,0.00031776953,0.00061977335,0.00020958294,0.00093041227,0.0005114809,0.00031985308,0.0008366294],"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":[0.0039948756,0.00069392263,0.017576236,0.0005039658,0.00013614679,0.0006535513,0.0004211447,0.22498028,0.24223241,0.0048722574,0.0014336798,0.5025015],"study_design_scores_gemma":[0.000066902205,0.00071700575,0.032613628,0.000052056155,0.00010411564,0.00035648778,0.00021830328,0.8622096,0.09987737,0.0013103121,0.0024227393,0.000051490573],"about_ca_topic_score_codex":0.001999691,"about_ca_topic_score_gemma":0.0033337416,"teacher_disagreement_score":0.0040795812,"about_ca_system_score_codex":0.00027302263,"about_ca_system_score_gemma":0.000556577,"threshold_uncertainty_score":0.013647556},"labels":[],"label_agreement":null},{"id":"W4214761366","doi":"10.1016/j.istruc.2022.02.038","title":"Experimental study on corrugated steel–concrete composite semicircular arches under midspan loading","year":2022,"lang":"en","type":"article","venue":"Structures","topic":"Structural Load-Bearing 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","funders":"Natural Science Foundation of Jiangsu Province for Distinguished Young Scholars; National Natural Science Foundation of China","keywords":"Arch; Materials science; Bearing capacity; Structural engineering; Cracking; Stiffness; Composite number; Composite material; Geotechnical engineering; Ultimate tensile strength; Engineering","score_opus":0.017396409363296075,"score_gpt":0.24780108844349374,"score_spread":0.23040467908019768,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4214761366","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986192,0.000010170847,0.0007583936,0.0000038738126,0.000004389199,0.000008585607,0.00004854119,0.000018709854,0.0005282019],"genre_scores_gemma":[0.9982981,0.000016955799,0.00070380984,0.000002568759,0.000002228665,0.0000070601104,0.00005004891,0.000006464983,0.0009126134],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99959284,0.00003973432,0.000014878717,0.000089794696,0.00017177862,0.000090943664],"domain_scores_gemma":[0.99923015,0.00022754507,0.00007861468,0.00011530081,0.00025986883,0.00008851944],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040193368,0.0005521886,0.00045965915,0.00053686404,0.0009071672,0.00023696694,0.0006245054,0.00078496546,0.003670172],"category_scores_gemma":[0.0006052863,0.00031119294,0.0002949397,0.0004125202,0.00088507135,0.00043234043,0.00040667798,0.00044044337,0.0004464543],"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":[0.0014148237,0.00069469615,0.0024312704,0.00008055362,0.000011166354,0.00035345773,0.00037873062,0.0091607645,0.9807057,0.00036022923,0.00012629598,0.0042822715],"study_design_scores_gemma":[0.0001728584,0.008913089,0.063498355,0.000022866985,0.00008132636,0.00035905564,0.0012675787,0.07315787,0.8504735,0.00029793088,0.0016935834,0.000061936946],"about_ca_topic_score_codex":0.002028639,"about_ca_topic_score_gemma":0.003576513,"teacher_disagreement_score":0.003670172,"about_ca_system_score_codex":0.00025122272,"about_ca_system_score_gemma":0.00040791652,"threshold_uncertainty_score":0.01227802},"labels":[],"label_agreement":null},{"id":"W4221062428","doi":"10.1016/j.istruc.2022.03.022","title":"Improving semi-active vibration control of an 11-story structure with non-linear behavior and floating fuzzy logic algorithm","year":2022,"lang":"en","type":"article","venue":"Structures","topic":"Vibration Control and Rheological Fluids","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","funders":"","keywords":"Control theory (sociology); Fuzzy logic; Adaptive neuro fuzzy inference system; Fuzzy control system; Damper; Engineering; Acceleration; Nonlinear system; Vibration control; Algorithm; Vibration; Computer science; Control engineering; Artificial intelligence; Control (management)","score_opus":0.004617914886901205,"score_gpt":0.20293414632019338,"score_spread":0.1983162314332922,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4221062428","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":[0.12619802,0.00019154501,0.8699227,0.00007879004,0.00005145928,0.000024251955,0.000014097409,0.00011199412,0.003407122],"genre_scores_gemma":[0.97117877,0.000045804056,0.02764899,0.000020481717,0.000011397008,0.000023764916,0.000014845362,0.000006939426,0.0010489784],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998784,0.000021899028,0.0000069352363,0.000031907653,0.000040164243,0.000020652158],"domain_scores_gemma":[0.99981743,0.00008125465,0.000027363632,0.0000107677515,0.00005254917,0.000010572735],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035053064,0.00047302575,0.00051383453,0.0002239647,0.00037683954,0.00048006605,0.0007027732,0.00059574,0.0009994803],"category_scores_gemma":[0.0004623424,0.0002230071,0.00040783588,0.00019747308,0.00036746304,0.00033171446,0.00037896345,0.00037712956,0.000091730835],"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":[0.00027600612,0.000093685136,0.00051928405,0.00014923033,0.00005531404,0.00011552562,0.000116830335,0.878246,0.04012618,0.0059376224,0.0004752463,0.07388905],"study_design_scores_gemma":[0.000005611887,0.000041453815,0.000087874134,0.0000020569453,0.000005184928,0.0000056263234,0.0000033687656,0.9988662,0.00071243255,0.00020542188,0.00006279327,0.0000020295058],"about_ca_topic_score_codex":0.0040628053,"about_ca_topic_score_gemma":0.0037597206,"teacher_disagreement_score":0.0040628053,"about_ca_system_score_codex":0.00033611513,"about_ca_system_score_gemma":0.000345847,"threshold_uncertainty_score":0.008078337},"labels":[],"label_agreement":null},{"id":"W4224254379","doi":"10.1016/j.istruc.2022.04.034","title":"Experimental assessment of the residual capacity of axially loaded blast-damaged square RC columns","year":2022,"lang":"en","type":"article","venue":"Structures","topic":"Structural Response to Dynamic Loads","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":"Carleton University","funders":"","keywords":"Residual; Structural engineering; Parametric statistics; Residual strength; Flexural strength; Axial symmetry; Engineering; Materials science; Computer science; Mathematics","score_opus":0.011049488049700384,"score_gpt":0.2447341775143351,"score_spread":0.23368468946463472,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4224254379","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99809843,0.00003181036,0.00086521043,0.000010741265,0.0000061891196,0.00000993129,0.0001322573,0.000040267514,0.00080511573],"genre_scores_gemma":[0.998809,0.000019954603,0.0003295093,0.0000046010664,0.0000016253119,0.0000058997675,0.00007341374,0.0000066770353,0.0007492538],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99973005,0.000027896689,0.000013637965,0.00004251977,0.00011332853,0.00007254859],"domain_scores_gemma":[0.99919456,0.00027840788,0.00009043686,0.00012881032,0.00022185904,0.00008589592],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028860095,0.0003935482,0.00024948598,0.00034265115,0.00037946776,0.00018369978,0.0006149629,0.0006857158,0.0048126797],"category_scores_gemma":[0.0009781348,0.00020368939,0.00014826028,0.00022157351,0.00087051216,0.00035722152,0.0003029344,0.00037629428,0.00047934245],"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":[0.0013334638,0.00030613196,0.0011338252,0.00006959003,0.000008304,0.00016918147,0.00011925366,0.010966484,0.9812788,0.00016390298,0.0001213452,0.004329782],"study_design_scores_gemma":[0.000059078942,0.003756298,0.013463994,0.000012976584,0.000020260932,0.00019440454,0.00023360782,0.039504036,0.9420895,0.000075056065,0.0005687508,0.000022113354],"about_ca_topic_score_codex":0.0018141994,"about_ca_topic_score_gemma":0.0020501707,"teacher_disagreement_score":0.0048126797,"about_ca_system_score_codex":0.00025078907,"about_ca_system_score_gemma":0.0002449616,"threshold_uncertainty_score":0.016100049},"labels":[],"label_agreement":null},{"id":"W4225140323","doi":"10.1016/j.istruc.2022.04.063","title":"Pseudo-random artificial corrosion morphologies for ultimate strength analysis of corroded steel tubulars","year":2022,"lang":"en","type":"article","venue":"Structures","topic":"Structural Integrity and Reliability 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 Windsor","funders":"","keywords":"Corrosion; Materials science; Structural engineering; Finite element method; Composite material; Bearing capacity; Standard deviation; Engineering; Mathematics","score_opus":0.015119288061962503,"score_gpt":0.2506789868045,"score_spread":0.23555969874253752,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4225140323","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8676583,0.00013391524,0.12949437,0.000022038823,0.0000130114895,0.0000192854,0.000101139194,0.00021733312,0.0023405657],"genre_scores_gemma":[0.98424625,0.000058191592,0.014988722,0.0000058446403,0.0000027152976,0.000009321671,0.00006615532,0.000024611338,0.0005981129],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998816,0.00002070101,0.000004490222,0.000020575006,0.000059737882,0.000012809495],"domain_scores_gemma":[0.99960905,0.00008468284,0.00008293991,0.0000582091,0.00014997422,0.000015104335],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018841872,0.00021929712,0.00016094127,0.00044358408,0.00013971132,0.0003210234,0.00042033652,0.0003376443,0.0005523126],"category_scores_gemma":[0.00063054566,0.0001582816,0.00019669566,0.00021196053,0.00032613217,0.00028010787,0.00013917017,0.00016602548,0.00015833262],"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":[0.00020381754,0.00009228046,0.009011894,0.00019717556,0.00004874279,0.0004562167,0.00017087866,0.32956943,0.6198799,0.0137348315,0.00044998358,0.02618472],"study_design_scores_gemma":[0.0000031310126,0.00010675301,0.004788348,0.000004852497,0.000007969437,0.00014884974,0.00004100518,0.9422953,0.051382713,0.000789908,0.00041814352,0.000013004819],"about_ca_topic_score_codex":0.00039879294,"about_ca_topic_score_gemma":0.0008837449,"teacher_disagreement_score":0.0005523126,"about_ca_system_score_codex":0.00021996262,"about_ca_system_score_gemma":0.00013715492,"threshold_uncertainty_score":0.001847744},"labels":[],"label_agreement":null},{"id":"W4226152900","doi":"10.1016/j.istruc.2022.04.007","title":"Novel hybrid machine learning approach for predicting structural response of RC beams under blast loading","year":2022,"lang":"en","type":"article","venue":"Structures","topic":"Structural Response to Dynamic Loads","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":"McMaster University","funders":"","keywords":"Displacement (psychology); Feature (linguistics); Computer science; Confusion matrix; Artificial intelligence; Machine learning; Support vector machine; Novelty; Class (philosophy); Structural engineering; Engineering","score_opus":0.010675745656238201,"score_gpt":0.22898472138312845,"score_spread":0.21830897572689026,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4226152900","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":[0.13346162,0.0004881367,0.86066985,0.00016349909,0.000100756915,0.000052247775,0.00017882795,0.0018595448,0.0030255152],"genre_scores_gemma":[0.89405876,0.00014419957,0.10026403,0.000114267015,0.00007286663,0.000105254454,0.00029568368,0.00005431642,0.0048906137],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998173,0.00003559013,0.000009402947,0.000050258717,0.000057519945,0.000029906681],"domain_scores_gemma":[0.99963367,0.00015731287,0.000035313784,0.000027645692,0.00012481198,0.000021360083],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040616863,0.0007515187,0.00073064957,0.00083701743,0.00036730248,0.00057887164,0.0009649024,0.0012173338,0.0016549384],"category_scores_gemma":[0.0007124901,0.00033301546,0.0005514002,0.00051447825,0.0002445539,0.0005423984,0.00043988385,0.0005710574,0.0005113071],"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":[0.00015016078,0.00019338165,0.0026790772,0.00005369175,0.00009600047,0.000100338475,0.000028789706,0.8218212,0.010472145,0.0008173576,0.0011639174,0.16242395],"study_design_scores_gemma":[9.469443e-7,0.000007383434,0.00012304104,5.8797445e-7,0.0000021940796,0.000002984745,0.000001413317,0.9994624,0.00027866825,0.000080929116,0.000038180806,0.0000012959399],"about_ca_topic_score_codex":0.0072067888,"about_ca_topic_score_gemma":0.008454168,"teacher_disagreement_score":0.0072067888,"about_ca_system_score_codex":0.00038481044,"about_ca_system_score_gemma":0.0005521973,"threshold_uncertainty_score":0.014329672},"labels":[],"label_agreement":null},{"id":"W4280636407","doi":"10.1016/j.istruc.2022.05.035","title":"A performance-based optimization framework applied to a classical STM-designed deep beam","year":2022,"lang":"en","type":"article","venue":"Structures","topic":"Topology Optimization in Engineering","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":"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; University of Windsor; Autodesk","keywords":"Finite element method; Beam (structure); Process (computing); Computer science; Digital image correlation; Structural engineering; Field (mathematics); Compression (physics); Computer simulation; Engineering; Materials science; Simulation; Mathematics","score_opus":0.004725889688229013,"score_gpt":0.19692677680106682,"score_spread":0.1922008871128378,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4280636407","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":[0.016647382,0.00041694328,0.9499583,0.000552695,0.000099954406,0.00011827584,0.00022170927,0.0003252811,0.031659383],"genre_scores_gemma":[0.613579,0.00079684553,0.36017448,0.00043764504,0.00017146944,0.0006285828,0.00047311775,0.0010751882,0.022663677],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997311,0.000079458536,0.0000076227793,0.000031202882,0.00011550987,0.000035040215],"domain_scores_gemma":[0.999788,0.00007504128,0.00001711091,0.000034287466,0.00006527576,0.00002020007],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00092126813,0.0010135836,0.0010563502,0.0006749385,0.0005575386,0.0011980115,0.0014875967,0.0015659931,0.0057747597],"category_scores_gemma":[0.0011461442,0.00053799356,0.0006009641,0.00074973615,0.00067353674,0.0009296298,0.0008858577,0.0010661443,0.00095350575],"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":[0.00002277019,0.000044298085,0.00011764087,0.00007949761,0.000020602212,0.000039956758,0.000012649418,0.94341683,0.003477423,0.043239687,0.0010981938,0.008430405],"study_design_scores_gemma":[0.0000031154161,0.0000081447515,0.000031048145,0.00000345007,0.0000027845776,0.0000063492394,0.0000027596952,0.9953816,0.00030833963,0.0038319018,0.00041810755,0.0000023871628],"about_ca_topic_score_codex":0.002050482,"about_ca_topic_score_gemma":0.0026967174,"teacher_disagreement_score":0.0057747597,"about_ca_system_score_codex":0.0009440904,"about_ca_system_score_gemma":0.0011545247,"threshold_uncertainty_score":0.019318521},"labels":[],"label_agreement":null},{"id":"W4281782729","doi":"10.1016/j.istruc.2022.05.067","title":"Post-earthquake seismic capacity estimation of reinforced concrete bridge piers using Machine learning techniques","year":2022,"lang":"en","type":"article","venue":"Structures","topic":"Seismic Performance and Analysis","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":"Lakehead University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Pier; Aftershock; Structural engineering; OpenSees; Computer science; Bridge (graph theory); Residual; Nonlinear system; Parameterized complexity; Geology; Engineering; Algorithm; Reinforced concrete; Seismology","score_opus":0.010554533722631017,"score_gpt":0.2243419101891416,"score_spread":0.21378737646651058,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4281782729","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.84103453,0.00009125738,0.15734856,0.0000634184,0.000009134806,0.000009244617,0.0000826833,0.0002896842,0.0010715924],"genre_scores_gemma":[0.9950754,0.000019799088,0.0044339104,0.0000031758366,0.0000043616647,0.0000044484927,0.00007837909,0.000006154882,0.00037433422],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99988663,0.000025660871,0.000006965021,0.000024019986,0.00002961776,0.000027145188],"domain_scores_gemma":[0.99927276,0.0003941863,0.00010592255,0.000048298534,0.00014078045,0.000038039678],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003582964,0.00048193696,0.0004118414,0.0008354373,0.00018493546,0.00026893965,0.00046059076,0.0005189805,0.0006573394],"category_scores_gemma":[0.0011904247,0.00024909902,0.00029249143,0.00047438694,0.00022829587,0.0005343484,0.00034934166,0.00035253522,0.00022581106],"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":[0.00011609287,0.00012614689,0.009587781,0.000020094445,0.000024904717,0.00008582567,0.000025373018,0.9261667,0.0070745633,0.00036580866,0.00024137733,0.056165256],"study_design_scores_gemma":[5.332442e-7,0.000009287231,0.0013089989,5.723882e-7,0.0000014794043,0.0000040579134,0.0000039255588,0.9980451,0.00054692675,0.000061651874,0.000015961621,0.000001601634],"about_ca_topic_score_codex":0.0029181018,"about_ca_topic_score_gemma":0.0034365554,"teacher_disagreement_score":0.0029181018,"about_ca_system_score_codex":0.00024280163,"about_ca_system_score_gemma":0.00035325316,"threshold_uncertainty_score":0.0058022738},"labels":[],"label_agreement":null},{"id":"W4285082281","doi":"10.1016/j.istruc.2022.06.072","title":"A solution for the frictional resistance in macro-block limit analysis of non-periodic masonry","year":2022,"lang":"en","type":"article","venue":"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":"Carleton University","funders":"Fundação para a Ciência e a Tecnologia; Ministério da Ciência, Tecnologia e Ensino Superior; European Commission; Università degli Studi Roma Tre","keywords":"Masonry; Limit analysis; Solver; Block (permutation group theory); Macro; Limit (mathematics); Computation; Heuristic; Structural engineering; Mathematics; Upper and lower bounds; Computer science; Geometry; Engineering; Mathematical analysis; Mathematical optimization; Algorithm","score_opus":0.007270876674184093,"score_gpt":0.21334374128105327,"score_spread":0.2060728646068692,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4285082281","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":[0.08745181,0.0022741668,0.8284183,0.001318115,0.00047572935,0.00021243797,0.00019602176,0.0002935589,0.07935992],"genre_scores_gemma":[0.7455932,0.0014713703,0.16189033,0.0005823499,0.0003294838,0.00047894462,0.00022472614,0.00045499275,0.088974595],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9997688,0.000077132296,0.000011863643,0.00003039973,0.00008654867,0.000025195845],"domain_scores_gemma":[0.99948525,0.00025052135,0.00004460384,0.000038182297,0.00013035619,0.000051135776],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00086209754,0.00068618485,0.00088697637,0.0012108865,0.00063903513,0.0012673766,0.001461149,0.0030721216,0.0047914046],"category_scores_gemma":[0.0050369836,0.00055781123,0.00076641433,0.0005442099,0.0014924998,0.0013646699,0.0015129016,0.0013331871,0.000808454],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00007049752,0.00010966299,0.0007917263,0.00044103878,0.00006651232,0.0005463526,0.00038167374,0.47940144,0.009652031,0.48489827,0.004435108,0.019205682],"study_design_scores_gemma":[0.000009379519,0.000010830162,0.00017146266,0.000029876808,0.000007119982,0.00004337182,0.000041203348,0.9695832,0.00029918796,0.027575484,0.0022204733,0.000008405662],"about_ca_topic_score_codex":0.0038349128,"about_ca_topic_score_gemma":0.0043780673,"teacher_disagreement_score":0.0047914046,"about_ca_system_score_codex":0.0007990744,"about_ca_system_score_gemma":0.0010618349,"threshold_uncertainty_score":0.016028881},"labels":[],"label_agreement":null},{"id":"W4292581477","doi":"10.1016/j.istruc.2022.08.023","title":"Explainable machine learning based efficient prediction tool for lateral cyclic response of post-tensioned base rocking steel bridge piers","year":2022,"lang":"en","type":"article","venue":"Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":44,"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 British Columbia, Okanagan Campus; University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada; University of British Columbia","keywords":"Structural engineering; Column (typography); Pier; Stiffness; Base (topology); Range (aeronautics); OpenSees; Aspect ratio (aeronautics); Engineering; Mathematics; Materials science; Finite element method; Composite material; Mathematical analysis; Connection (principal bundle)","score_opus":0.006826255620821002,"score_gpt":0.2051214444607722,"score_spread":0.1982951888399512,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4292581477","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":[0.09284291,0.00012674388,0.9030894,0.00010853557,0.000023052362,0.00002085159,0.00031746688,0.0025668133,0.00090411294],"genre_scores_gemma":[0.9108507,0.00006362813,0.08660246,0.000033588207,0.0000195547,0.00006816713,0.000591431,0.000085833904,0.0016846647],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99990046,0.000018947349,0.0000056820154,0.000033776465,0.000023440538,0.000017588512],"domain_scores_gemma":[0.99960345,0.00023216085,0.00004490508,0.000030952742,0.00007507216,0.0000134332295],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026229283,0.00049692066,0.00037777438,0.00051154307,0.00022512961,0.00034503292,0.0006774841,0.0006355249,0.0024250618],"category_scores_gemma":[0.00102394,0.00022482072,0.00042486802,0.00031911168,0.00018736727,0.00041838447,0.00040192215,0.0005219673,0.00034720975],"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":[0.00009183229,0.00005380886,0.0023342362,0.00003345768,0.000033812546,0.000098442775,0.00003177019,0.89120066,0.0042437967,0.0015515785,0.0009887902,0.099337764],"study_design_scores_gemma":[8.4383726e-7,0.0000040218774,0.00014986511,5.2091826e-7,0.000001408568,0.0000026483644,0.0000012836231,0.9993,0.00023328401,0.00025423986,0.000051075705,8.0733355e-7],"about_ca_topic_score_codex":0.007871894,"about_ca_topic_score_gemma":0.008313946,"teacher_disagreement_score":0.007871894,"about_ca_system_score_codex":0.00039732805,"about_ca_system_score_gemma":0.00047994047,"threshold_uncertainty_score":0.01565218},"labels":[],"label_agreement":null},{"id":"W4295006279","doi":"10.1016/j.istruc.2022.08.102","title":"Inelastic acceleration ratio of structures under pulse-like earthquake ground motions","year":2022,"lang":"en","type":"article","venue":"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":"Polytechnique Montréal","funders":"","keywords":"Acceleration; Peak ground acceleration; Pulse (music); Physics; Ground motion; Structural engineering; Earthquake simulation; Geology; Engineering; Optics; Classical mechanics","score_opus":0.012861502534421374,"score_gpt":0.22268802853731048,"score_spread":0.20982652600288912,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4295006279","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9954911,0.000027971348,0.002029362,0.000011199838,0.0000031112395,0.0000030863746,0.00007478999,0.000015394242,0.002344022],"genre_scores_gemma":[0.9993636,0.000011718954,0.00008558041,0.0000015608963,0.0000016024595,0.0000012705328,0.000051816234,0.000003171421,0.00047970543],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987006,0.000016421542,0.000006170512,0.000024130875,0.00004073264,0.000042361466],"domain_scores_gemma":[0.9996561,0.00013678525,0.000056564484,0.000026936232,0.00007109758,0.000052494113],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023786991,0.00020817388,0.00018602096,0.0007377659,0.00019648534,0.00032445442,0.00027182605,0.0002512819,0.0028407439],"category_scores_gemma":[0.00090348814,0.00014675026,0.00019571948,0.00036264176,0.00023997681,0.0002669208,0.0003036515,0.0001770984,0.00039090522],"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":[0.003995382,0.00045627434,0.2153916,0.00025712643,0.00020503056,0.0025597785,0.0013115744,0.27338886,0.4173923,0.010691699,0.0009055038,0.073444806],"study_design_scores_gemma":[0.000024956806,0.0009068009,0.6024009,0.000016449807,0.00009898624,0.00085972244,0.0010048969,0.33486107,0.057149865,0.0018513907,0.00077088806,0.000054141175],"about_ca_topic_score_codex":0.0012594411,"about_ca_topic_score_gemma":0.0008588405,"teacher_disagreement_score":0.0028407439,"about_ca_system_score_codex":0.00016873189,"about_ca_system_score_gemma":0.000121596255,"threshold_uncertainty_score":0.009503305},"labels":[],"label_agreement":null},{"id":"W4295006292","doi":"10.1016/j.istruc.2022.08.111","title":"Experimental investigation of axial strength of damaged concrete-filled FRP tubes","year":2022,"lang":"en","type":"article","venue":"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":"Queen's University","funders":"","keywords":"Fibre-reinforced plastic; Structural engineering; Materials science; Composite material; Engineering","score_opus":0.010651604586253343,"score_gpt":0.22756746984727877,"score_spread":0.21691586526102544,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4295006292","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99834037,0.0000389525,0.00097037974,0.000009326267,0.0000062451622,0.000009178682,0.00007942885,0.00002135101,0.00052487734],"genre_scores_gemma":[0.9986432,0.00003536483,0.00044487027,0.000004575774,0.0000029282633,0.0000064578744,0.000062876556,0.000007712711,0.0007918732],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995658,0.00006845905,0.000023253066,0.00007758269,0.00017908828,0.00008585197],"domain_scores_gemma":[0.998546,0.0005837904,0.00022106852,0.00019402504,0.0003267767,0.00012839006],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004660702,0.0005012041,0.00031037428,0.00039942248,0.00047386088,0.0001373215,0.0006276081,0.00082575507,0.002500003],"category_scores_gemma":[0.0013321285,0.00034080082,0.00031779165,0.0002824991,0.0009990927,0.00040052514,0.00033558696,0.00060385326,0.00030017016],"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":[0.0010586571,0.0004228282,0.0023651992,0.0000619075,0.000017558146,0.00018554837,0.00018358878,0.0038452626,0.98928297,0.00020504261,0.000059398048,0.0023119985],"study_design_scores_gemma":[0.000044267956,0.0033472555,0.017564109,0.000011261194,0.000031108666,0.00025812865,0.00017385538,0.014511625,0.96351296,0.00009189064,0.00043756203,0.000015984622],"about_ca_topic_score_codex":0.001089376,"about_ca_topic_score_gemma":0.0014663264,"teacher_disagreement_score":0.002500003,"about_ca_system_score_codex":0.0002729266,"about_ca_system_score_gemma":0.00025510465,"threshold_uncertainty_score":0.0083633065},"labels":[],"label_agreement":null},{"id":"W4309339015","doi":"10.1016/j.istruc.2022.11.006","title":"Material characterization of a historical wall by using destructive and non-destructive techniques","year":2022,"lang":"en","type":"article","venue":"Structures","topic":"Building materials and conservation","field":"Earth and Planetary Sciences","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":"Polytechnique Montréal","funders":"NED University of Engineering and Technology","keywords":"Calcite; Portlandite; Mortar; Quartz; Gypsum; Dolomite; Materials science; Brucite; Mineralogy; Scanning electron microscope; Characterization (materials science); Lime; Calcium carbonate; Cement; Thermogravimetric analysis; Feldspar; Carbonate; Aggregate (composite); Chalcedony; Lime mortar; Composite material; Metallurgy; Geology; Portland cement; Chemistry; Magnesium","score_opus":0.008421908443419503,"score_gpt":0.19340809793378524,"score_spread":0.18498618949036574,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4309339015","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8801352,0.00091323256,0.09478804,0.00006476903,0.0000959685,0.00015826075,0.00074053823,0.00019316538,0.022910843],"genre_scores_gemma":[0.9416351,0.00045708238,0.04669091,0.000048906422,0.000037687652,0.00008925922,0.00048508227,0.00012236598,0.010433575],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99977285,0.000021049915,0.000014391722,0.00006118339,0.00010276765,0.000027751248],"domain_scores_gemma":[0.99936074,0.00014960431,0.000087089495,0.00012441608,0.00023252743,0.000045587152],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041038604,0.00039632613,0.00019706228,0.004386864,0.0009368726,0.00075050135,0.0004986421,0.00045949814,0.0029370652],"category_scores_gemma":[0.0007027106,0.00028642284,0.00018487922,0.001449246,0.0010243044,0.0005774141,0.00036690757,0.0005460464,0.0005802963],"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":[0.00016768879,0.000058607027,0.014725379,0.00020682863,0.000017585195,0.0006019458,0.0011710172,0.0010595205,0.93621814,0.0020912709,0.00027839982,0.043403465],"study_design_scores_gemma":[0.000017162409,0.0005627866,0.2574338,0.00010568408,0.00019879347,0.0051837508,0.0037700904,0.006839808,0.69086474,0.0018508281,0.03310864,0.000063879175],"about_ca_topic_score_codex":0.0011539046,"about_ca_topic_score_gemma":0.0048133694,"teacher_disagreement_score":0.004386864,"about_ca_system_score_codex":0.00015453274,"about_ca_system_score_gemma":0.00031205214,"threshold_uncertainty_score":0.009825528},"labels":[],"label_agreement":null},{"id":"W4311422005","doi":"10.1016/j.istruc.2022.11.093","title":"Fatigue behaviour of joint-free bridges with steel and GFRP-reinforced ECC link slabs","year":2022,"lang":"en","type":"article","venue":"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":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Fibre-reinforced plastic; Slab; Deflection (physics); Deck; Materials science; Joint (building); Composite material; Engineering","score_opus":0.01343486638596378,"score_gpt":0.2142032218926208,"score_spread":0.20076835550665703,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4311422005","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99928147,0.00004151731,0.00034413202,0.0000047654403,0.0000016211723,0.0000017367446,0.000024210021,0.000011122191,0.00028941676],"genre_scores_gemma":[0.9992086,0.000022292037,0.00015296937,0.0000027808487,9.687477e-7,0.0000023570976,0.000058255246,0.0000028615286,0.0005489777],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999806,0.000027770197,0.000009145202,0.000028710552,0.00007337561,0.000054987824],"domain_scores_gemma":[0.99946326,0.00015989601,0.00007366592,0.00004502837,0.00017784558,0.00008036167],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000326232,0.00026073004,0.0002701135,0.000484963,0.0002571751,0.00014745454,0.00048159578,0.0006298568,0.0018749323],"category_scores_gemma":[0.0009057287,0.00025084766,0.00027804263,0.00020824574,0.00040733733,0.0002559032,0.00021914933,0.00022709143,0.0002960841],"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":[0.0019673742,0.000244218,0.011632054,0.00011438289,0.00008156643,0.00042692618,0.0005493692,0.06337489,0.9089005,0.0005631405,0.00037577064,0.011769854],"study_design_scores_gemma":[0.00009986712,0.0051771533,0.22375675,0.00007777036,0.00014660474,0.0005172894,0.0005261491,0.433656,0.3343942,0.00032379173,0.0012468429,0.00007760625],"about_ca_topic_score_codex":0.0037640226,"about_ca_topic_score_gemma":0.006020088,"teacher_disagreement_score":0.0037640226,"about_ca_system_score_codex":0.00027921467,"about_ca_system_score_gemma":0.00021895299,"threshold_uncertainty_score":0.007484257},"labels":[],"label_agreement":null},{"id":"W4311508604","doi":"10.1016/j.istruc.2022.12.019","title":"Performance of hollow and aluminum foam-filled multi-cell thin-walled aluminum alloy tubes (6063-T5) under axial impact","year":2022,"lang":"en","type":"article","venue":"Structures","topic":"Cellular and Composite Structures","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":"British Columbia Institute of Technology; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Materials science; Alloy; Metal foam; Aluminium; Composite material; Dissipation; Thin film; Specific energy; Nanotechnology","score_opus":0.00693710176620573,"score_gpt":0.21016258553475345,"score_spread":0.2032254837685477,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4311508604","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993168,0.00009052377,0.00030308406,0.000008310957,0.000009872848,0.0000018202683,0.00003295252,0.000023958382,0.00021269407],"genre_scores_gemma":[0.9991763,0.000038077058,0.00028237657,0.0000042547454,0.0000020953269,0.000001950861,0.000033309,0.0000052348837,0.0004563333],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99970275,0.000036421057,0.000017963894,0.00006586328,0.00010953302,0.00006739909],"domain_scores_gemma":[0.99939024,0.00014370782,0.000119824144,0.00004316389,0.00019943216,0.000103561586],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036385102,0.00032059953,0.00033929452,0.00034167725,0.00036451986,0.00033712504,0.00037577946,0.0006126471,0.0015019451],"category_scores_gemma":[0.0007702018,0.00016973332,0.0002402142,0.00024310767,0.00048343485,0.00041495822,0.00029383582,0.00015560741,0.00023444052],"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":[0.001432519,0.000056967492,0.0014604004,0.000089085675,0.000010706283,0.00018417694,0.00018770438,0.0034027665,0.9877104,0.00014072479,0.00010889522,0.0052156774],"study_design_scores_gemma":[0.000018491597,0.0012068051,0.0069109295,0.000009236787,0.000027055972,0.0000747137,0.00017118063,0.012635678,0.9784604,0.000033558954,0.0004303813,0.000021474083],"about_ca_topic_score_codex":0.0010144337,"about_ca_topic_score_gemma":0.0011461108,"teacher_disagreement_score":0.0015019451,"about_ca_system_score_codex":0.00022768896,"about_ca_system_score_gemma":0.00022164492,"threshold_uncertainty_score":0.0050244927},"labels":[],"label_agreement":null},{"id":"W4313215594","doi":"10.1016/j.istruc.2022.11.094","title":"Real-time drive-by bridge damage detection using deep auto-encoder","year":2022,"lang":"en","type":"article","venue":"Structures","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":55,"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":"Department of Mechanical Engineering, University of Alberta; Jane ja Aatos Erkon Säätiö; Aalto-Yliopisto; Academy of Finland","keywords":"Bridge (graph theory); Truck; Structural health monitoring; Computer science; Time domain; Vibration; Structural engineering; Encoder; Engineering; Simulation; Automotive engineering; Acoustics; Computer vision","score_opus":0.013094958516471323,"score_gpt":0.2733873273278144,"score_spread":0.2602923688113431,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4313215594","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":[0.36309296,0.0007708619,0.62760866,0.00018315077,0.00016868183,0.00005833965,0.00048413125,0.004276683,0.003356554],"genre_scores_gemma":[0.9526543,0.00016301774,0.043294027,0.00007547119,0.000021636573,0.000033632627,0.0006378838,0.00004067717,0.0030792917],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998841,0.000008514061,0.00000496778,0.000030277919,0.00005082289,0.000021272095],"domain_scores_gemma":[0.99982506,0.000040946143,0.000024456192,0.000022151546,0.00007103166,0.00001641861],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001992327,0.00067813235,0.00038752562,0.0003810508,0.00011090584,0.00024647126,0.0005483488,0.00043381774,0.0010245304],"category_scores_gemma":[0.0005035004,0.00026681015,0.0002718652,0.00016702678,0.00014032816,0.00047593756,0.00041192543,0.0006083672,0.00038380147],"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":[0.00043757804,0.00034298075,0.00977304,0.00016602366,0.00011582287,0.00041028322,0.000117639735,0.2583395,0.101528674,0.0012714305,0.0053757895,0.62212116],"study_design_scores_gemma":[0.0000056701006,0.00005733643,0.0022671658,0.000004856671,0.00000827619,0.000043789016,0.000007814896,0.9897887,0.0072199437,0.00022254743,0.00036789905,0.000005979244],"about_ca_topic_score_codex":0.0042351875,"about_ca_topic_score_gemma":0.0073426836,"teacher_disagreement_score":0.0042351875,"about_ca_system_score_codex":0.00026174623,"about_ca_system_score_gemma":0.00037464433,"threshold_uncertainty_score":0.008421063},"labels":[],"label_agreement":null},{"id":"W4313459860","doi":"10.1016/j.istruc.2022.12.102","title":"Shear strength of post-installed connectors in thin UHPC precast walls","year":2023,"lang":"en","type":"article","venue":"Structures","topic":"Innovative concrete reinforcement materials","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":"Queen's University","funders":"Queen's University","keywords":"Precast concrete; Cable gland; Breakout; Structural engineering; Spall; Materials science; Shear (geology); Slab; Composite material; Engineering; Mechanical engineering","score_opus":0.010979517680141205,"score_gpt":0.23405827140115396,"score_spread":0.22307875372101274,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4313459860","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99871767,0.000067049245,0.0004051164,0.000004259973,0.0000048224106,0.000002917674,0.00005880392,0.000017085227,0.00072218844],"genre_scores_gemma":[0.99913836,0.000031326024,0.0001594757,0.0000027194353,0.0000010925695,0.0000018816705,0.00006201838,0.0000047413455,0.0005984345],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997553,0.00003358233,0.00001164117,0.00004745054,0.0000867517,0.0000652244],"domain_scores_gemma":[0.9993486,0.00017103694,0.0001357804,0.000051389874,0.00018726279,0.00010587585],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004378623,0.00034957804,0.00020330462,0.00045966572,0.00020820585,0.0004149371,0.00029503307,0.00036629557,0.002484846],"category_scores_gemma":[0.00082133693,0.00031527304,0.00020789339,0.00023114232,0.0004651071,0.00023463709,0.0002746955,0.0004108638,0.0004843068],"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":[0.0013570321,0.00009311529,0.010713836,0.00008030891,0.000028367187,0.00028977057,0.00020679424,0.009368796,0.9707248,0.00062963844,0.00022778519,0.0062797586],"study_design_scores_gemma":[0.000021468442,0.0011863704,0.08736158,0.000039435854,0.000048553717,0.00011662983,0.0003381347,0.01316217,0.8968694,0.00012515107,0.00070513017,0.000025921705],"about_ca_topic_score_codex":0.0015498247,"about_ca_topic_score_gemma":0.002061721,"teacher_disagreement_score":0.002484846,"about_ca_system_score_codex":0.00025175765,"about_ca_system_score_gemma":0.00031023406,"threshold_uncertainty_score":0.008312702},"labels":[],"label_agreement":null},{"id":"W4313533683","doi":"10.1016/j.istruc.2022.12.001","title":"A new non-gradient-based topology optimization algorithm with black–white density and manufacturability constraints","year":2022,"lang":"en","type":"article","venue":"Structures","topic":"Topology Optimization in Engineering","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":"Ontario Tech University","funders":"Conselho Nacional de Desenvolvimento Científico e Tecnológico; Coordenação de Aperfeiçoamento de Pessoal de Nível Superior; Fundação de Amparo à Pesquisa do Estado de São Paulo","keywords":"Design for manufacturability; Simulated annealing; Algorithm; Maxima and minima; Topology optimization; Checkerboard; Topology (electrical circuits); Mathematical optimization; Computer science; Mathematics; Finite element method; Engineering; Mechanical engineering","score_opus":0.003110117095291945,"score_gpt":0.1855811526433799,"score_spread":0.18247103554808797,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4313533683","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":[0.0046455255,0.00009686151,0.9918616,0.000089899004,0.000065441905,0.000043607346,0.0000252516,0.00040420287,0.0027675412],"genre_scores_gemma":[0.0794302,0.000106496795,0.9125276,0.00018080971,0.000055460976,0.00023948163,0.00018613215,0.00027489613,0.0069988566],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995745,0.00008096421,0.000018101531,0.00008630423,0.0002076714,0.000032411524],"domain_scores_gemma":[0.9994753,0.00019907288,0.000045498084,0.000054301923,0.00018104198,0.000044818895],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000714875,0.001083195,0.0015053457,0.0010859615,0.00065261876,0.0011480466,0.002285609,0.0018476634,0.0056417855],"category_scores_gemma":[0.0014555564,0.00092895597,0.0008192191,0.0010176493,0.00062577,0.0014952815,0.0013470756,0.0010272674,0.0012484358],"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":[0.0001224029,0.0001514757,0.00037370014,0.00011518037,0.00007049711,0.00008764091,0.000051620285,0.75342256,0.009776627,0.0138556985,0.0048680897,0.21710454],"study_design_scores_gemma":[0.0000120873565,0.000015082995,0.000029841241,0.0000026484522,0.0000034044342,0.0000150864325,0.000002071608,0.9980007,0.00045036396,0.00087452994,0.00059108686,0.0000032053026],"about_ca_topic_score_codex":0.0038424523,"about_ca_topic_score_gemma":0.005857528,"teacher_disagreement_score":0.0056417855,"about_ca_system_score_codex":0.0007234655,"about_ca_system_score_gemma":0.0014070355,"threshold_uncertainty_score":0.018873692},"labels":[],"label_agreement":null},{"id":"W4317470171","doi":"10.1016/j.istruc.2023.01.064","title":"Structural behavior of shear deficient high performance reinforced concrete exterior joints under bending","year":2023,"lang":"en","type":"article","venue":"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":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Flexural strength; Materials science; Structural engineering; Shear (geology); Ductility (Earth science); Composite material; Joint (building); Failure mode and effects analysis; Beam (structure); Stiffness; Shear strength (soil); Creep; Engineering; Geology","score_opus":0.01725386736066179,"score_gpt":0.24303903788591671,"score_spread":0.22578517052525493,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4317470171","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990134,0.000013552705,0.00035073448,0.000004855565,8.2110074e-7,0.0000010111257,0.00001696976,0.000012959144,0.0005855827],"genre_scores_gemma":[0.999488,0.0000068204627,0.00007297243,0.0000013866022,4.469052e-7,6.222952e-7,0.000025818337,0.0000031812826,0.00040074025],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998523,0.000022751252,0.0000053272956,0.000021894948,0.00005842568,0.000039277813],"domain_scores_gemma":[0.99931395,0.00019664383,0.00013065453,0.000054834487,0.00016862802,0.0001352092],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000218333,0.00022215376,0.00020551596,0.0004914236,0.0002946825,0.00025149065,0.00031685774,0.00041329834,0.0020631824],"category_scores_gemma":[0.00081625103,0.00023837278,0.00014097568,0.0002421631,0.00070904073,0.00022779925,0.00024904605,0.00030501172,0.00031517417],"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":[0.0010556733,0.00013643598,0.018146941,0.00005894933,0.000028237628,0.00076014677,0.0006790076,0.08218055,0.89047956,0.0013337022,0.00022284916,0.0049178796],"study_design_scores_gemma":[0.000054779048,0.0019653973,0.24913915,0.000036730293,0.000069583024,0.0007983568,0.0015578504,0.41836256,0.32644746,0.0008239146,0.00066960783,0.00007453602],"about_ca_topic_score_codex":0.0019758323,"about_ca_topic_score_gemma":0.0023171129,"teacher_disagreement_score":0.0020631824,"about_ca_system_score_codex":0.00021609939,"about_ca_system_score_gemma":0.00020338198,"threshold_uncertainty_score":0.006902039},"labels":[],"label_agreement":null},{"id":"W4319762903","doi":"10.1016/j.istruc.2023.02.004","title":"Experimental study on the effects of external strengthening and elevated temperature on the shear behavior of ultra-high-performance fiber-reinforced concrete deep beams","year":2023,"lang":"en","type":"article","venue":"Structures","topic":"Fire effects on concrete materials","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":"Toronto Metropolitan University","funders":"King Saud University","keywords":"Materials science; Cracking; Flexural strength; Shear (geology); Composite material; Carbon fiber reinforced polymer; Ductility (Earth science); Deflection (physics); Reinforced concrete; Structural engineering","score_opus":0.005743011182195341,"score_gpt":0.22092125996047496,"score_spread":0.21517824877827962,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4319762903","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9992305,0.000037747097,0.0003625795,0.0000034309633,0.000003143949,0.000005136844,0.000034835528,0.0000060052353,0.00031670425],"genre_scores_gemma":[0.99911755,0.000047276495,0.00029713064,0.0000035921926,0.0000026153207,0.0000051688567,0.00003665487,0.0000050986596,0.0004849798],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982905,0.000026543557,0.0000094434445,0.00003464132,0.000050852424,0.000049415597],"domain_scores_gemma":[0.99946135,0.00020304462,0.00009948509,0.00007969813,0.000107817476,0.00004854614],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003218852,0.0004134087,0.00023815357,0.00019426241,0.0004582124,0.00012829047,0.00027276558,0.00032799933,0.0022471617],"category_scores_gemma":[0.00045201974,0.00020399102,0.0003233005,0.00016907557,0.0006182872,0.00031873287,0.0002433043,0.00036888142,0.00015640726],"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":[0.001239708,0.00047501436,0.002519946,0.000058355618,0.000015751653,0.00008625091,0.00016294255,0.0012908349,0.9921346,0.00009711408,0.000034538636,0.0018850128],"study_design_scores_gemma":[0.000060339455,0.0033624284,0.022401152,0.0000060678453,0.00004632122,0.00007908534,0.00014467715,0.002734167,0.9706777,0.000046535035,0.00042490143,0.000016782322],"about_ca_topic_score_codex":0.0010494736,"about_ca_topic_score_gemma":0.0019257437,"teacher_disagreement_score":0.0022471617,"about_ca_system_score_codex":0.00020039562,"about_ca_system_score_gemma":0.00019004983,"threshold_uncertainty_score":0.007517457},"labels":[],"label_agreement":null},{"id":"W4321849621","doi":"10.1016/j.istruc.2023.02.050","title":"Vibration and resonance reliability analysis of non-uniform beam with randomly varying boundary conditions based on Kriging model","year":2023,"lang":"en","type":"article","venue":"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":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"China Scholarship Council; Natural Sciences and Engineering Research Council of Canada; National Natural Science Foundation of China; University of Manitoba","keywords":"Vibration; Resonance (particle physics); Beam (structure); Natural frequency; Stiffness; Boundary value problem; Structural engineering; Reliability (semiconductor); Boundary (topology); Kriging; Amplitude; Mechanics; Acoustics; Mathematics; Mathematical analysis; Engineering; Physics; Statistics; Optics","score_opus":0.030399468497122054,"score_gpt":0.3112647037759694,"score_spread":0.2808652352788473,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4321849621","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":[0.34254706,0.00050653296,0.6547381,0.000099484336,0.000015921607,0.00002365269,0.00005592489,0.00016289894,0.0018502622],"genre_scores_gemma":[0.9927797,0.0000880692,0.006660939,0.0000038651165,0.0000028624306,0.000009904941,0.000027263033,0.000010429427,0.0004169673],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995987,0.00013498409,0.000015639975,0.00008317286,0.000117588446,0.000049904407],"domain_scores_gemma":[0.9985784,0.00093777693,0.0001877704,0.000074207754,0.0002012969,0.000020594449],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010144579,0.00055990304,0.0007499351,0.00061943114,0.0002506024,0.0003867469,0.00086623104,0.0006886444,0.0005314983],"category_scores_gemma":[0.0021370132,0.00046687588,0.00068230456,0.00045871915,0.00061756105,0.0006458727,0.00026980077,0.00042949925,0.00008715956],"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":[0.000022772452,0.000008292236,0.0006450235,0.000020941985,0.000011845319,0.000026799875,0.000020992436,0.99454814,0.0015125716,0.00094998674,0.000034310822,0.0021982016],"study_design_scores_gemma":[5.946976e-7,0.0000058371234,0.0003117988,9.830279e-7,0.0000037048455,0.0000034994077,0.0000026951525,0.9993975,0.00013134236,0.00013106408,0.000008972746,0.0000020071332],"about_ca_topic_score_codex":0.011666929,"about_ca_topic_score_gemma":0.0072700973,"teacher_disagreement_score":0.011666929,"about_ca_system_score_codex":0.0006416423,"about_ca_system_score_gemma":0.00048561365,"threshold_uncertainty_score":0.023198009},"labels":[],"label_agreement":null},{"id":"W4322013048","doi":"10.1016/j.istruc.2023.02.087","title":"Predicting seismic interaction effect between soil and structure group using convolutional neural network","year":2023,"lang":"en","type":"article","venue":"Structures","topic":"Seismic Performance and Analysis","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":"McGill University","funders":"Scientific Research Foundation of the Graduate School of Southeast University; Ministry of Science and Technology of the People's Republic of China","keywords":"Convolutional neural network; Hyperparameter; Frame (networking); Artificial neural network; Structural engineering; Computer science; Sensitivity (control systems); Acceleration; Soil structure interaction; Finite element method; Engineering; Artificial intelligence; Algorithm; Pattern recognition (psychology); Electronic engineering","score_opus":0.009145395675846433,"score_gpt":0.2366659257766111,"score_spread":0.22752053010076467,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4322013048","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8688757,0.00034919908,0.12794313,0.00013275885,0.000043874188,0.000025485931,0.00037300566,0.00042099803,0.0018357775],"genre_scores_gemma":[0.991521,0.00008874857,0.00734675,0.000019338098,0.000005817657,0.000013842382,0.00029423804,0.000010622537,0.0006996815],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999089,0.000012734011,0.000005256894,0.000027855418,0.000021904665,0.000023243862],"domain_scores_gemma":[0.9998141,0.000082951534,0.000034846165,0.000015107173,0.000039674083,0.000013389002],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002668628,0.0009251305,0.00032586334,0.00055483886,0.00014650544,0.0003150408,0.0005288951,0.0006098932,0.00052416977],"category_scores_gemma":[0.0006852268,0.00034998203,0.0005123656,0.00034522786,0.00022639615,0.00045456956,0.00034241812,0.00040585786,0.00012184441],"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":[0.000040909974,0.0000401994,0.0074659553,0.000018207997,0.00003453172,0.0000603002,0.000010880634,0.97265,0.0044869394,0.0001421213,0.00014865832,0.014901375],"study_design_scores_gemma":[6.2134353e-7,0.000006208025,0.0010157007,9.050881e-7,0.000003246393,0.0000030891272,0.0000019967551,0.9983536,0.00053858745,0.000048657526,0.000025927651,0.0000015006852],"about_ca_topic_score_codex":0.01799005,"about_ca_topic_score_gemma":0.020885337,"teacher_disagreement_score":0.01799005,"about_ca_system_score_codex":0.0006604075,"about_ca_system_score_gemma":0.00054695323,"threshold_uncertainty_score":0.035770655},"labels":[],"label_agreement":null},{"id":"W4322109827","doi":"10.1016/j.istruc.2023.02.068","title":"Experimental investigation of GFRP-RC beams with Polypropylene fibers and waste granite recycled aggregate","year":2023,"lang":"en","type":"article","venue":"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":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Materials science; Composite material; Rebar; Fibre-reinforced plastic; Ductility (Earth science); Shear (geology); Ultimate tensile strength; Toughness; Stiffness; Polypropylene; Cracking; Shear strength (soil); Flexural strength; Structural engineering; Creep","score_opus":0.009263123230480124,"score_gpt":0.2145900858104154,"score_spread":0.20532696257993527,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4322109827","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980254,0.000056748147,0.001066283,0.000008097495,0.000005805227,0.00001995131,0.00007021322,0.000020925192,0.0007265173],"genre_scores_gemma":[0.9974989,0.00006413025,0.0010951307,0.00000494081,0.0000032134462,0.000018625504,0.0000460609,0.00000802897,0.0012609452],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99950445,0.00008460941,0.000018975752,0.00009690429,0.00017986582,0.0001151554],"domain_scores_gemma":[0.99892175,0.00044169687,0.00016594851,0.00014116423,0.00026717794,0.00006215691],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00085892883,0.0005713372,0.00039500053,0.00044261257,0.00074783305,0.00021138776,0.0006315022,0.0008352399,0.0024411862],"category_scores_gemma":[0.0009637374,0.00036410466,0.0004059608,0.00039450452,0.000711845,0.0004868574,0.0003360281,0.0003764941,0.00028380868],"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":[0.0010443671,0.00071321195,0.0028805183,0.00013322367,0.000027072329,0.00017643177,0.00049172033,0.012082529,0.9783155,0.00039544233,0.00009063931,0.0036494029],"study_design_scores_gemma":[0.00005260459,0.003860567,0.011943118,0.000015528696,0.000047091533,0.00010226601,0.00032025663,0.01099855,0.97174495,0.00007447521,0.00082014623,0.000020294032],"about_ca_topic_score_codex":0.0023071056,"about_ca_topic_score_gemma":0.0032064037,"teacher_disagreement_score":0.0024411862,"about_ca_system_score_codex":0.00038602183,"about_ca_system_score_gemma":0.0003954325,"threshold_uncertainty_score":0.008166611},"labels":[],"label_agreement":null},{"id":"W4323667858","doi":"10.1016/j.istruc.2023.02.113","title":"Push-out test of hybrid shear connector in steel-precast UHPC composite slab","year":2023,"lang":"en","type":"article","venue":"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":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"National Key Research and Development Program of China; Postdoctoral Science Foundation of Guangxi Province of China; Natural Science Foundation of Guangxi Province; National Natural Science Foundation of China","keywords":"Cable gland; Precast concrete; Epoxy; Materials science; Composite number; Composite material; Adhesive; Shear (geology); Structural engineering; Slab; Failure mode and effects analysis; Slip (aerodynamics); Engineering; Layer (electronics)","score_opus":0.01390334323535159,"score_gpt":0.24034942181887256,"score_spread":0.22644607858352098,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4323667858","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983858,0.00003041282,0.000888473,0.000015224149,0.00001787823,0.0000051207235,0.00006181442,0.000052988522,0.0005423784],"genre_scores_gemma":[0.9983808,0.000020351497,0.0003633781,0.000010841593,0.0000033650097,0.0000050532944,0.0000774571,0.000010593094,0.001128097],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994074,0.000045546527,0.00002200357,0.000101855905,0.00024255888,0.00018055932],"domain_scores_gemma":[0.99901235,0.00022813813,0.00013579581,0.00009941688,0.0002877214,0.00023661787],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003613392,0.0005539942,0.00031881372,0.00041313865,0.00045796612,0.00027062363,0.0006230328,0.00077304564,0.0042911163],"category_scores_gemma":[0.0008233268,0.00037302813,0.0004172038,0.00029678218,0.0005343064,0.0004577126,0.0005456442,0.00054836425,0.0004414843],"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":[0.00082107115,0.0001350613,0.002103765,0.00004254673,0.000020821444,0.00046553416,0.0002693479,0.0022478914,0.99185807,0.00023301494,0.00016028527,0.0016426567],"study_design_scores_gemma":[0.00006850916,0.003628933,0.03715197,0.000020493715,0.00006484455,0.00021986579,0.00055844855,0.017679418,0.9397418,0.000100292025,0.00072874676,0.000036673384],"about_ca_topic_score_codex":0.0019703459,"about_ca_topic_score_gemma":0.0027297125,"teacher_disagreement_score":0.0042911163,"about_ca_system_score_codex":0.00029801784,"about_ca_system_score_gemma":0.00048343092,"threshold_uncertainty_score":0.014355242},"labels":[],"label_agreement":null},{"id":"W4360603154","doi":"10.1016/j.istruc.2023.03.055","title":"Applied element modelling of unreinforced and reinforced concrete masonry walls under blast loading","year":2023,"lang":"en","type":"article","venue":"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":"Western University","funders":"","keywords":"Masonry; Structural engineering; Unreinforced masonry building; Materials science; Impulse (physics); Parametric statistics; Geotechnical engineering; Compressive strength; Engineering; Composite material; Mathematics","score_opus":0.015311437064596525,"score_gpt":0.21968635150933719,"score_spread":0.20437491444474065,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4360603154","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94846386,0.00009289733,0.035105042,0.00008517003,0.000046961042,0.00005037315,0.00020227156,0.00021794856,0.015735457],"genre_scores_gemma":[0.9915844,0.000053425476,0.0029118764,0.000011649043,0.000003481347,0.00002227377,0.00007840382,0.00003361549,0.0053009316],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99976844,0.000052361804,0.000010721963,0.000025874195,0.00009520787,0.00004732318],"domain_scores_gemma":[0.99967706,0.00016570743,0.000035951834,0.000036031535,0.000056209898,0.00002902663],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031816785,0.00045287522,0.00073717703,0.00053886883,0.0004876544,0.0010479535,0.0012911139,0.0021703176,0.004539138],"category_scores_gemma":[0.0010457783,0.000526958,0.00050843315,0.0005559408,0.0011886995,0.0004018538,0.000508726,0.000540568,0.0005447473],"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":[0.00005268911,0.000034732573,0.0006182964,0.000025382142,0.0000073180577,0.000160345,0.000081910424,0.98964673,0.0066158716,0.00077199726,0.00007756928,0.0019072145],"study_design_scores_gemma":[0.000006186862,0.000028925966,0.0009805548,0.000005445431,0.000003741166,0.000022278216,0.000059202026,0.99667114,0.001832932,0.00018781345,0.00019593607,0.0000058527007],"about_ca_topic_score_codex":0.008172165,"about_ca_topic_score_gemma":0.00713926,"teacher_disagreement_score":0.008172165,"about_ca_system_score_codex":0.00051096996,"about_ca_system_score_gemma":0.0006832581,"threshold_uncertainty_score":0.01624918},"labels":[],"label_agreement":null},{"id":"W4361220749","doi":"10.1016/j.istruc.2023.03.109","title":"Data-driven ensemble learning approach for optimal design of cantilever soldier pile retaining walls","year":2023,"lang":"en","type":"article","venue":"Structures","topic":"Geotechnical Engineering 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":"McMaster University; Polytechnique Montréal","funders":"","keywords":"Pile; Cantilever; Constraint (computer-aided design); Structural engineering; Ensemble learning; Retaining wall; Engineering; Stability (learning theory); Computer science; Geotechnical engineering; Artificial intelligence; Machine learning; Mechanical engineering","score_opus":0.039654142987407257,"score_gpt":0.25094063620917934,"score_spread":0.21128649322177206,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4361220749","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":[0.03394193,0.00032688776,0.9636568,0.00010008247,0.000033240125,0.0000305469,0.0000692466,0.0003113556,0.0015298949],"genre_scores_gemma":[0.8237665,0.0002851538,0.17114355,0.000120043645,0.00005596989,0.0002575381,0.00042734726,0.00010920565,0.003834715],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99973077,0.00008265704,0.000014404695,0.000060051345,0.00006517455,0.000046894962],"domain_scores_gemma":[0.9992525,0.00041964266,0.0000515156,0.00004062689,0.0002007135,0.000035036202],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009183003,0.0011118943,0.001732938,0.0007668764,0.00043689212,0.0007933654,0.0012452619,0.0017992912,0.00270365],"category_scores_gemma":[0.0016452998,0.000914148,0.0012882916,0.00047499101,0.00043258077,0.00076293125,0.00097357755,0.0011889085,0.00050694536],"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":[0.000024137591,0.000022012808,0.0002011202,0.000022028094,0.000020141877,0.00001543239,0.0000124449125,0.9810647,0.00070329255,0.00043685216,0.00024147204,0.017236505],"study_design_scores_gemma":[9.298267e-7,0.0000071499308,0.000024693329,0.0000014807507,0.0000017711924,0.0000012751752,0.0000019051913,0.9996996,0.000071001414,0.00014728218,0.000041828876,0.0000010059895],"about_ca_topic_score_codex":0.006658049,"about_ca_topic_score_gemma":0.006454181,"teacher_disagreement_score":0.006658049,"about_ca_system_score_codex":0.0004677151,"about_ca_system_score_gemma":0.0009707914,"threshold_uncertainty_score":0.013238609},"labels":[],"label_agreement":null},{"id":"W4361279951","doi":"10.1016/j.istruc.2023.03.110","title":"Vibration characteristics of smart laminated carbon nanotube-reinforced composite cylindrical shells resting on elastic foundations with open circuit","year":2023,"lang":"en","type":"article","venue":"Structures","topic":"Composite Structure Analysis and Optimization","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":"Boundary value problem; Vibration; Piezoelectricity; Materials science; Shell (structure); Electrical network; Piezoelectric sensor; Structural engineering; Mechanics; Composite material; Acoustics; Mathematical analysis; Engineering; Physics; Electrical engineering; Mathematics","score_opus":0.012271040212674495,"score_gpt":0.23220504811538703,"score_spread":0.21993400790271253,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4361279951","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9932019,0.00003888655,0.004825973,0.000025721125,0.000007942026,0.0000028453194,0.000024987943,0.00003150733,0.0018402977],"genre_scores_gemma":[0.99917126,0.0000087727585,0.00038902566,0.0000027126914,9.930352e-7,0.000001649137,0.000013144098,0.0000036370825,0.0004088721],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999031,0.000014523706,0.000002713224,0.00001822157,0.000040138508,0.000021214739],"domain_scores_gemma":[0.99970216,0.00012669635,0.00006047214,0.00002490891,0.000057152618,0.00002859167],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013187475,0.00018487939,0.00016306182,0.00017081625,0.00014184324,0.00017432279,0.0002494667,0.00039432308,0.0011923272],"category_scores_gemma":[0.0003614133,0.000090628004,0.00014189235,0.00011814836,0.0003839907,0.00017905937,0.00017169134,0.00014183228,0.00014896627],"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":[0.0011198655,0.000101429694,0.004256609,0.00010483111,0.000028362942,0.00055921153,0.00022871925,0.17020296,0.8080962,0.0019075805,0.00042497314,0.0129693635],"study_design_scores_gemma":[0.00002548581,0.0005960443,0.014584742,0.000016374881,0.000016240527,0.00013500763,0.00017760778,0.89545614,0.0881748,0.00042053216,0.00036377888,0.000033293567],"about_ca_topic_score_codex":0.00059286563,"about_ca_topic_score_gemma":0.00070952467,"teacher_disagreement_score":0.0011923272,"about_ca_system_score_codex":0.00017722102,"about_ca_system_score_gemma":0.00010939941,"threshold_uncertainty_score":0.003988743},"labels":[],"label_agreement":null},{"id":"W4362456350","doi":"10.1016/j.istruc.2023.03.151","title":"Fatigue behaviour of butt-lap friction stir welded joints used with aluminum bridge decks","year":2023,"lang":"en","type":"article","venue":"Structures","topic":"Advanced Welding Techniques 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 Waterloo; Université Laval","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada; Centre québécois de recherche et de développement de l’aluminium","keywords":"Friction stir welding; Welding; Lap joint; Structural engineering; Butt joint; Joint (building); Bridge (graph theory); Fatigue limit; Rivet; Aluminium; Butt welding; Failure mode and effects analysis; Engineering; Materials science; Composite material","score_opus":0.022523024543169144,"score_gpt":0.27171187007192216,"score_spread":0.249188845528753,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4362456350","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99848914,0.0001907385,0.000783061,0.0000054894217,0.0000048512215,0.0000050709286,0.00003475349,0.000023147591,0.0004636095],"genre_scores_gemma":[0.998659,0.00004096635,0.00028452912,0.0000030570557,0.0000011271449,0.0000033438869,0.000043038217,0.0000046053538,0.0009602506],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997292,0.000033907447,0.000018032993,0.000044865184,0.00011716966,0.000056906265],"domain_scores_gemma":[0.99942017,0.00015147094,0.00006186643,0.00004543561,0.00028552886,0.000035492427],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032430785,0.00027528778,0.00031451083,0.00051484496,0.00033015083,0.00018892818,0.00047419345,0.00058162137,0.0021931764],"category_scores_gemma":[0.000961615,0.00022164409,0.00029347913,0.00030369437,0.0002539004,0.00031059867,0.00017454551,0.00017212062,0.00039011732],"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":[0.0014460006,0.00006796896,0.0060479897,0.00019866768,0.000038534574,0.0002753074,0.0005569544,0.006394289,0.9680722,0.00011258151,0.00019969951,0.016589763],"study_design_scores_gemma":[0.00002417429,0.005125681,0.088078685,0.000040716477,0.00011572449,0.00043809673,0.00065293344,0.033151384,0.87037545,0.0000659896,0.0018958375,0.00003537192],"about_ca_topic_score_codex":0.002759913,"about_ca_topic_score_gemma":0.0051398673,"teacher_disagreement_score":0.002759913,"about_ca_system_score_codex":0.00029201913,"about_ca_system_score_gemma":0.0001809796,"threshold_uncertainty_score":0.0073369145},"labels":[],"label_agreement":null},{"id":"W4362660108","doi":"10.1016/j.istruc.2023.03.140","title":"Shake table real-time hybrid testing for shear buildings based on sliding mode acceleration control method","year":2023,"lang":"en","type":"article","venue":"Structures","topic":"Hydraulic and Pneumatic Systems","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":"Program for Changjiang Scholars and Innovative Research Team in University; National Key Research and Development Program of China; National Natural Science Foundation of China; Guangzhou University; Ministry of Science and Technology of the People's Republic of China; Ministry of Education of the People's Republic of China","keywords":"Earthquake shaking table; Control theory (sociology); Acceleration; Sliding mode control; Controller (irrigation); Shake; Engineering; Displacement (psychology); Control system; Feed forward; Variable structure control; Nonlinear system; Computer science; Control engineering; Structural engineering; Control (management); Artificial intelligence; Physics","score_opus":0.022787767466116618,"score_gpt":0.2807276960973111,"score_spread":0.25793992863119447,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4362660108","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":[0.2435784,0.000121857294,0.750661,0.00006363872,0.000060976752,0.000064762375,0.000047643836,0.0014794166,0.0039223433],"genre_scores_gemma":[0.98316133,0.000018142615,0.015766496,0.000010089829,0.000005012833,0.00002692282,0.000020365482,0.000010952751,0.0009806454],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99973077,0.000051516417,0.0000131874285,0.000056208144,0.00012440044,0.000023836983],"domain_scores_gemma":[0.99954236,0.0001692216,0.00005265876,0.000056973924,0.00014811195,0.00003071907],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002654261,0.00050060847,0.00043115387,0.0003452157,0.00021189202,0.00042440876,0.00051400403,0.00032440742,0.002619564],"category_scores_gemma":[0.00046318647,0.00017682688,0.00018831616,0.00018550234,0.00029169692,0.00036620497,0.000369946,0.00019941421,0.00023631759],"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":[0.001587923,0.000287763,0.0060420423,0.00036784323,0.000089130794,0.00032529546,0.00039960872,0.2348569,0.28501672,0.0028871715,0.0015302235,0.46660936],"study_design_scores_gemma":[0.00002012332,0.00026928866,0.0021949888,0.00000675581,0.000014513026,0.000049292616,0.00003958515,0.98337317,0.013254808,0.00032515885,0.00043971927,0.00001257172],"about_ca_topic_score_codex":0.00253941,"about_ca_topic_score_gemma":0.0032677287,"teacher_disagreement_score":0.002619564,"about_ca_system_score_codex":0.0001793579,"about_ca_system_score_gemma":0.00027220653,"threshold_uncertainty_score":0.008763313},"labels":[],"label_agreement":null},{"id":"W4364369906","doi":"10.1016/j.istruc.2023.03.104","title":"Effect of UHPC jacketing on the shear and flexural behaviour of high-strength concrete beams","year":2023,"lang":"en","type":"article","venue":"Structures","topic":"Innovative concrete reinforcement materials","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 Ottawa","funders":"","keywords":"Flexural strength; Materials science; Structural engineering; Ductility (Earth science); Shear (geology); Ultimate tensile strength; Composite material; Compressive strength; Toughness; Three point flexural test; Stiffness; Engineering; Creep","score_opus":0.007858915335910963,"score_gpt":0.23841841190484975,"score_spread":0.2305594965689388,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4364369906","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99903524,0.000049418526,0.00029050533,0.000008103787,0.000010492482,0.0000023077032,0.000020170775,0.00002569988,0.0005581094],"genre_scores_gemma":[0.99868995,0.000028135106,0.00019707055,0.000011372783,0.0000035169805,0.0000019510048,0.00002396508,0.000013604068,0.0010302619],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99968076,0.000072917,0.000015753865,0.000037914513,0.00007404253,0.000118726544],"domain_scores_gemma":[0.9984913,0.00084385194,0.00019581395,0.0000934033,0.00018335399,0.00019236363],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032159133,0.00033616688,0.00029291617,0.0002578923,0.0003528257,0.00035151097,0.00031527304,0.000600417,0.005738756],"category_scores_gemma":[0.0013096818,0.00032182934,0.00019436376,0.0002643341,0.0005476126,0.00043487543,0.00031293905,0.00045780838,0.0005162949],"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":[0.010836449,0.00039566544,0.0029785843,0.00015364325,0.000030663778,0.0006645296,0.00019237175,0.00730923,0.96966314,0.00017415492,0.00024162118,0.007360023],"study_design_scores_gemma":[0.000047173646,0.0019533283,0.013042402,0.000013561828,0.00004137282,0.00013365425,0.000212463,0.005447644,0.97851014,0.000023844917,0.0005533231,0.000021109052],"about_ca_topic_score_codex":0.0012414273,"about_ca_topic_score_gemma":0.0014127021,"teacher_disagreement_score":0.005738756,"about_ca_system_score_codex":0.00018282679,"about_ca_system_score_gemma":0.00021652652,"threshold_uncertainty_score":0.01919806},"labels":[],"label_agreement":null},{"id":"W4367301561","doi":"10.1016/j.istruc.2023.04.021","title":"Improved fire design of steel I-sections under combined compression and bending","year":2023,"lang":"en","type":"article","venue":"Structures","topic":"Fire effects on concrete materials","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":"Bending; Compression (physics); Structural engineering; Parametric statistics; Fire resistance; Shell (structure); Buckling; Yield (engineering); Cross section (physics); Welding; Materials science; Engineering; Composite material; Mathematics; Physics","score_opus":0.015497499621797708,"score_gpt":0.23338908487270305,"score_spread":0.21789158525090535,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367301561","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7431088,0.00013904004,0.2405192,0.000049124355,0.000031700707,0.00008033588,0.00008164005,0.00027748392,0.015712716],"genre_scores_gemma":[0.96826136,0.000053130512,0.028943282,0.00001040422,0.000004319194,0.000026614869,0.00004155786,0.00004347537,0.0026159487],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998946,0.000017510034,0.000003568075,0.000016153754,0.00004545796,0.000022758943],"domain_scores_gemma":[0.99985003,0.0000254542,0.000039217728,0.000013615234,0.000054052478,0.000017678616],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021134886,0.00043818486,0.00035329256,0.00031871707,0.00024114632,0.0003414039,0.0007724859,0.00046431107,0.002061114],"category_scores_gemma":[0.00026816025,0.00029617813,0.00041698272,0.00013482683,0.00028016343,0.00022696632,0.00028318647,0.00026421138,0.00031762657],"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":[0.0006147171,0.00019427389,0.0034722988,0.00015001831,0.00004063578,0.00025495054,0.000103401995,0.56685895,0.38551357,0.0045097633,0.00030976193,0.037977636],"study_design_scores_gemma":[0.000051934458,0.00089784764,0.0045306184,0.00002670778,0.00005110238,0.00019878916,0.00008117197,0.8671927,0.124196514,0.0009809888,0.0017692213,0.00002248019],"about_ca_topic_score_codex":0.0010658634,"about_ca_topic_score_gemma":0.0021418005,"teacher_disagreement_score":0.002061114,"about_ca_system_score_codex":0.00035789545,"about_ca_system_score_gemma":0.00044581445,"threshold_uncertainty_score":0.0068951845},"labels":[],"label_agreement":null},{"id":"W4367323307","doi":"10.1016/j.istruc.2023.03.181","title":"Nonlinear finite-element analysis for predicting the cyclic behavior of UHPC shear walls reinforced with FRP and steel bars","year":2023,"lang":"en","type":"article","venue":"Structures","topic":"Structural Behavior of Reinforced Concrete","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":"Université de Sherbrooke","funders":"National Key Research and Development Program of China; Natural Sciences and Engineering Research Council of Canada; National Natural Science Foundation of China; Université de Sherbrooke","keywords":"Fibre-reinforced plastic; Materials science; Dissipation; Finite element method; Structural engineering; Parametric statistics; Shear (geology); Carbon fiber reinforced polymer; Reinforcement; Composite material; Reinforced concrete; Engineering","score_opus":0.012704060509626709,"score_gpt":0.24632182448735782,"score_spread":0.2336177639777311,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367323307","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92765296,0.00010020814,0.06519528,0.00007100402,0.000016406337,0.000025534742,0.0001071591,0.0002526819,0.006578806],"genre_scores_gemma":[0.99194324,0.000037446516,0.0062758834,0.0000075538323,0.0000034791979,0.00001833724,0.00005153244,0.000021902768,0.001640746],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999473,0.00001292102,0.0000019956638,0.000007683546,0.000021936554,0.000008080427],"domain_scores_gemma":[0.999699,0.00017710935,0.000034172972,0.000022021497,0.00005120845,0.000016394384],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017107135,0.00033251676,0.00022683284,0.0003927688,0.00033294977,0.00024058187,0.00056112645,0.0006849314,0.0012617728],"category_scores_gemma":[0.0007479702,0.00026796397,0.00026824692,0.00021394709,0.00044614563,0.0002665602,0.000247067,0.00031186445,0.00019206114],"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":[0.000038561877,0.000038576116,0.0019465595,0.00002118814,0.000007263765,0.000047574307,0.000036136684,0.9826681,0.009155417,0.0005673545,0.00010565083,0.0053676334],"study_design_scores_gemma":[9.877618e-7,0.0000081354465,0.0004228749,8.966868e-7,8.3282106e-7,0.0000032801445,0.0000048839897,0.9987148,0.000775724,0.00003343623,0.000033048826,0.0000011670602],"about_ca_topic_score_codex":0.012239315,"about_ca_topic_score_gemma":0.012990799,"teacher_disagreement_score":0.012239315,"about_ca_system_score_codex":0.0005164123,"about_ca_system_score_gemma":0.00044472786,"threshold_uncertainty_score":0.02433616},"labels":[],"label_agreement":null},{"id":"W4367400357","doi":"10.1016/j.istruc.2023.04.069","title":"Machine learning models for predicting concrete beams shear strength externally bonded with FRP","year":2023,"lang":"en","type":"article","venue":"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":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University; University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Fibre-reinforced plastic; Random forest; Reinforced concrete; Shear (geology); Beam (structure); Structural engineering; Computer science; Range (aeronautics); Materials science; Composite material; Machine learning; Engineering","score_opus":0.014437508509662612,"score_gpt":0.22850996646976865,"score_spread":0.21407245796010604,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367400357","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.58393216,0.0014104189,0.40912446,0.0005977425,0.00013594265,0.00006460568,0.0007161233,0.001062965,0.0029554896],"genre_scores_gemma":[0.9785774,0.00019301541,0.01825579,0.000046057237,0.000044899876,0.00006161763,0.0004263268,0.000028185386,0.002366747],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99976474,0.000071978204,0.000014621251,0.000065987704,0.000045056386,0.000037560774],"domain_scores_gemma":[0.9979619,0.0014963459,0.00016152824,0.000067343135,0.00027245114,0.00004041955],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010359293,0.0009038765,0.0006577448,0.0006640213,0.000351312,0.00059401634,0.0009491077,0.0012856955,0.0013414564],"category_scores_gemma":[0.0031440177,0.00043379623,0.0006424816,0.0005343497,0.0004007289,0.00066660985,0.00039341953,0.0012777123,0.00044384354],"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":[0.000025402824,0.00004921785,0.0011174717,0.0000096219,0.000015329866,0.000012110049,0.000006438828,0.9830246,0.00037122754,0.00029902038,0.0002673391,0.014802189],"study_design_scores_gemma":[6.361515e-7,0.0000033535891,0.00010727673,7.608873e-7,0.000001034776,8.5758796e-7,6.774194e-7,0.999671,0.00006662209,0.00013366272,0.000013507233,6.473389e-7],"about_ca_topic_score_codex":0.013758241,"about_ca_topic_score_gemma":0.011401311,"teacher_disagreement_score":0.013758241,"about_ca_system_score_codex":0.0008485476,"about_ca_system_score_gemma":0.0005417425,"threshold_uncertainty_score":0.027356327},"labels":[],"label_agreement":null},{"id":"W4367838774","doi":"10.1016/j.istruc.2023.04.117","title":"RC beams strengthened in shear with FRP-Reinforced UHPC overlay: An experimental and numerical study","year":2023,"lang":"en","type":"article","venue":"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":"Queen's University","funders":"","keywords":"Fibre-reinforced plastic; Overlay; Materials science; Structural engineering; Rebar; Failure mode and effects analysis; Retrofitting; Ductility (Earth science); Beam (structure); Composite material; Shear (geology); Engineering; Computer science","score_opus":0.010641251133678555,"score_gpt":0.2542863362782145,"score_spread":0.24364508514453595,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4367838774","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99841845,0.000049733662,0.00069050863,0.000007426725,0.00000519384,0.000008904449,0.00004997743,0.00002209266,0.00074770016],"genre_scores_gemma":[0.9984794,0.00004114601,0.0007082344,0.0000027337635,0.0000023195441,0.000007997426,0.000028182556,0.00000412623,0.0007258606],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99948525,0.00005692038,0.000015591855,0.00007577202,0.00027272815,0.00009366147],"domain_scores_gemma":[0.9990402,0.0002560312,0.00019672724,0.00019593466,0.00023122464,0.000079845566],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005671714,0.00042890807,0.00034011484,0.0006733798,0.0004923372,0.0002371629,0.00066290743,0.0006647878,0.0021928113],"category_scores_gemma":[0.0009486687,0.0003171261,0.0002808545,0.00047589742,0.0009609798,0.0004038034,0.00037777293,0.00036058165,0.00031121817],"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":[0.0006122649,0.00037651038,0.003255163,0.000089763664,0.000021397633,0.0002898491,0.00043676762,0.011494477,0.9782843,0.00066859834,0.00017666911,0.0042942674],"study_design_scores_gemma":[0.000056645444,0.002947649,0.034694135,0.000033470253,0.00009452489,0.0002526659,0.0005981189,0.054780245,0.9050408,0.00012038948,0.001340769,0.000040525472],"about_ca_topic_score_codex":0.0026636587,"about_ca_topic_score_gemma":0.003475143,"teacher_disagreement_score":0.0026636587,"about_ca_system_score_codex":0.0003190247,"about_ca_system_score_gemma":0.00033539152,"threshold_uncertainty_score":0.0073357224},"labels":[],"label_agreement":null},{"id":"W4372308596","doi":"10.1016/j.istruc.2023.04.097","title":"Waste polyethylene terephthalate (PET) fiber reinforced mortar in enhancing the bond behavior of masonry","year":2023,"lang":"en","type":"article","venue":"Structures","topic":"Microplastics and Plastic Pollution","field":"Environmental Science","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":"University of Windsor","funders":"Ministry of Education, India","keywords":"Mortar; Materials science; Masonry; Polyethylene terephthalate; Flexural strength; Composite material; Compressive strength; Ultimate tensile strength; Fibre-reinforced plastic; Brick; Fiber; Polyethylene; Bond strength; Waste management; Structural engineering; Engineering","score_opus":0.007651322704969403,"score_gpt":0.22475229652520534,"score_spread":0.21710097382023594,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4372308596","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99897975,0.00032165326,0.00041021092,0.000007222863,0.0000048115558,0.0000032910082,0.0000065642353,0.0000046132513,0.00026185662],"genre_scores_gemma":[0.9979626,0.0003055352,0.00061035034,0.000008216075,0.00000170079,0.0000018541706,0.000012182542,0.0000032840753,0.0010942613],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999218,0.000019120473,0.000004392084,0.000011779029,0.00002336894,0.000019560483],"domain_scores_gemma":[0.99992037,0.000016457674,0.000024610283,0.0000057472053,0.000016606997,0.000016249798],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020067499,0.00022282072,0.00012923601,0.00015089942,0.00012034344,0.00020053115,0.00015478123,0.00021899579,0.00073315215],"category_scores_gemma":[0.0001893594,0.000120480865,0.00019913662,0.00009389961,0.00010740404,0.0002094493,0.000120427234,0.0002806101,0.000109747874],"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":[0.0003024994,0.00016998546,0.00047021697,0.000062693536,0.000010925027,0.000053128868,0.000031142343,0.00058423006,0.9934901,0.00007924902,0.000024187248,0.0047217393],"study_design_scores_gemma":[0.000004085047,0.0010693669,0.0034933558,0.000008041713,0.00002402312,0.000050841285,0.000034290548,0.0011218601,0.99376243,0.0000094991765,0.00041926486,0.0000029591765],"about_ca_topic_score_codex":0.00042636108,"about_ca_topic_score_gemma":0.0017068174,"teacher_disagreement_score":0.00073315215,"about_ca_system_score_codex":0.00008391638,"about_ca_system_score_gemma":0.000106899184,"threshold_uncertainty_score":0.0024526715},"labels":[],"label_agreement":null},{"id":"W4377143021","doi":"10.1016/j.istruc.2023.05.048","title":"Seismic response and instability analysis of the liquefiable soil-piles-superstructure interaction system","year":2023,"lang":"en","type":"article","venue":"Structures","topic":"Geotechnical Engineering and Underground Structures","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":"Western University","funders":"Natural Science Foundation of Beijing Municipality; National Natural Science Foundation of China","keywords":"Geotechnical engineering; Liquefaction; Earthquake shaking table; Pile; Instability; Geology; Superstructure; Soil liquefaction; Discontinuity (linguistics); Pore water pressure; Soil structure interaction; Finite element method; Engineering; Structural engineering; Mechanics","score_opus":0.006245327238076643,"score_gpt":0.20914759299005609,"score_spread":0.20290226575197945,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4377143021","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9776869,0.000032096254,0.018449575,0.000078650635,0.000005857818,0.000011191421,0.00004126184,0.000047775822,0.0036468874],"genre_scores_gemma":[0.9986173,0.000011326043,0.00040705805,0.0000063668845,0.0000018990258,0.0000034913944,0.000020920415,0.0000040228724,0.00092758524],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998987,0.000025462916,0.0000026974533,0.000010505446,0.000033357566,0.000029217914],"domain_scores_gemma":[0.9997578,0.000107875276,0.000038993046,0.000010672505,0.000047715854,0.000037004513],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015243745,0.00029560376,0.00031874108,0.00033579866,0.0003254945,0.0003764695,0.00034525467,0.0005711404,0.0019702362],"category_scores_gemma":[0.00068021036,0.00019574727,0.00023762803,0.00023373992,0.0004913341,0.00025271313,0.0004678297,0.0004105334,0.00020338742],"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":[0.0003497262,0.000084276304,0.0050319554,0.000039314797,0.000053654767,0.00061151554,0.00018310446,0.9500569,0.03482142,0.0022897765,0.00035068928,0.006127672],"study_design_scores_gemma":[0.0000032782398,0.000023925893,0.0012791223,9.1774893e-7,0.0000026866262,0.000014808257,0.000039980197,0.99775994,0.00071306917,0.00012847116,0.000030054904,0.0000037725542],"about_ca_topic_score_codex":0.008718775,"about_ca_topic_score_gemma":0.0056906617,"teacher_disagreement_score":0.008718775,"about_ca_system_score_codex":0.00037366382,"about_ca_system_score_gemma":0.00042392555,"threshold_uncertainty_score":0.01733607},"labels":[],"label_agreement":null},{"id":"W4377143113","doi":"10.1016/j.istruc.2023.05.032","title":"Uncertainty analysis for prediction of elastic properties of unidirectional bamboo fiber-reinforced composites","year":2023,"lang":"en","type":"article","venue":"Structures","topic":"Bamboo properties and applications","field":"Agricultural and Biological Sciences","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":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Bamboo; Materials science; Composite material; Micromechanics; Parametric statistics; Python (programming language); Fiber; Finite element method; Biocomposite; Solver; Scripting language; Fiber-reinforced composite; Natural fiber; Structural engineering; Computer science; Composite number; Mathematics; Engineering","score_opus":0.03205189030054778,"score_gpt":0.22150866549584317,"score_spread":0.18945677519529538,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4377143113","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":[0.2451151,0.00053203094,0.75135845,0.00026825594,0.0000309758,0.000036745965,0.0001356849,0.00019213064,0.0023306794],"genre_scores_gemma":[0.98507893,0.0001405733,0.0139978295,0.000020644553,0.000016063157,0.00004858927,0.000080363214,0.000028740433,0.0005883156],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9995844,0.00012931607,0.000017949404,0.00007323926,0.00013881519,0.00005626818],"domain_scores_gemma":[0.9956709,0.0036860872,0.00022614004,0.00007055166,0.00029023504,0.000056162284],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0017142122,0.0007622953,0.0008460166,0.00064916746,0.00048686852,0.00081370416,0.0006463616,0.0010388463,0.00058356376],"category_scores_gemma":[0.0049505434,0.00059397245,0.00078617595,0.0003474435,0.0006785978,0.0007175482,0.0007170762,0.00095831323,0.00006662065],"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":[0.00001690949,0.000008442678,0.00032490256,0.000012896182,0.000011051242,0.000020283394,0.000008790155,0.9957652,0.0006901713,0.0010820603,0.00003682216,0.0020224014],"study_design_scores_gemma":[7.021097e-7,0.000002866054,0.00008110518,0.000001057707,0.0000014442617,0.000001210638,0.000001182102,0.9993612,0.00016965288,0.0003665077,0.00001156799,0.0000014016819],"about_ca_topic_score_codex":0.011156138,"about_ca_topic_score_gemma":0.004913766,"teacher_disagreement_score":0.011156138,"about_ca_system_score_codex":0.00096755364,"about_ca_system_score_gemma":0.0011058289,"threshold_uncertainty_score":0.022182405},"labels":[],"label_agreement":null},{"id":"W4377145754","doi":"10.1016/j.istruc.2023.05.009","title":"Structural damage severity classification from time-frequency acceleration data using convolutional neural networks","year":2023,"lang":"en","type":"article","venue":"Structures","topic":"Structural Health Monitoring Techniques","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":"University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada; Compute Canada","keywords":"Convolutional neural network; Computer science; Pattern recognition (psychology); Accelerometer; Classifier (UML); Artificial intelligence; Machine learning; Data mining","score_opus":0.10153463101586199,"score_gpt":0.3376775708056036,"score_spread":0.23614293978974163,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4377145754","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.60773796,0.0010683087,0.3849557,0.0002503704,0.00015600506,0.00006111892,0.001168156,0.0014188042,0.0031835563],"genre_scores_gemma":[0.9671601,0.00034769758,0.028247552,0.000035134737,0.000048903556,0.000021078338,0.0010770995,0.000021510208,0.0030408523],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999899,0.000007818857,0.0000060714488,0.000028421797,0.00003151967,0.000027180935],"domain_scores_gemma":[0.99975604,0.000072300856,0.00004839758,0.0000267089,0.00007941355,0.000017217186],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021750771,0.000607312,0.00032562888,0.0011604467,0.00013281035,0.00030759437,0.0003465654,0.00043739672,0.0008976031],"category_scores_gemma":[0.00063202454,0.00020680565,0.0003977836,0.0006590799,0.00013972983,0.0003581084,0.00030719198,0.00046565966,0.0004199332],"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":[0.00037814284,0.00037145754,0.024738662,0.000106091175,0.000122031954,0.00018238943,0.00006245504,0.18338063,0.060916893,0.0009243897,0.0031009354,0.72571594],"study_design_scores_gemma":[0.0000037418981,0.000051289604,0.013680731,0.000013062975,0.000023557053,0.00004479305,0.000017548808,0.9795019,0.0056004566,0.0005863641,0.00046839126,0.000008116757],"about_ca_topic_score_codex":0.006983744,"about_ca_topic_score_gemma":0.012120021,"teacher_disagreement_score":0.006983744,"about_ca_system_score_codex":0.00030795086,"about_ca_system_score_gemma":0.0002777406,"threshold_uncertainty_score":0.013886213},"labels":[],"label_agreement":null},{"id":"W4377148587","doi":"10.1016/j.istruc.2023.05.014","title":"Shear performance of the epoxy-bolt interface between UHPC slabs and GFRP girder","year":2023,"lang":"en","type":"article","venue":"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 Toronto","funders":"Excellent Youth Foundation of Heilongjiang Province of China; National Natural Science Foundation of China","keywords":"Fibre-reinforced plastic; Epoxy; Materials science; Composite material; Stiffness; Structural engineering; Girder; Shear (geology); Glass fiber; Slab; Bearing capacity; Flange; Bearing (navigation); Engineering","score_opus":0.010609224907862865,"score_gpt":0.23341774711212537,"score_spread":0.2228085222042625,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4377148587","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99909174,0.000040133717,0.00025053642,0.0000054456727,0.0000031974066,0.0000016574028,0.00004917464,0.00001756157,0.0005406521],"genre_scores_gemma":[0.99903214,0.00002216076,0.00014143021,0.0000047378226,0.0000012361281,0.0000016566986,0.000105947554,0.0000065852087,0.0006841565],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99980015,0.000018493169,0.000009427639,0.000042773292,0.00006707277,0.00006207514],"domain_scores_gemma":[0.9995427,0.00013455588,0.00007425632,0.000034049943,0.0001426557,0.00007180592],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026550583,0.00025350755,0.0002492501,0.00033400144,0.0003022726,0.00041947095,0.00038527092,0.0003984975,0.004665269],"category_scores_gemma":[0.00084633345,0.00023466146,0.00016980844,0.00021271306,0.00041090162,0.00035129406,0.00036749322,0.00041989158,0.0006294133],"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":[0.0015958342,0.00009067118,0.006378623,0.00006274156,0.000022397768,0.00018743356,0.00035738596,0.0054072347,0.980554,0.00036264356,0.00020394112,0.0047771013],"study_design_scores_gemma":[0.00003842293,0.0013968471,0.050991576,0.000025645204,0.000045723275,0.00009651301,0.0006379774,0.020450067,0.92545915,0.00007491308,0.0007645726,0.000018703193],"about_ca_topic_score_codex":0.0017875453,"about_ca_topic_score_gemma":0.0016506511,"teacher_disagreement_score":0.004665269,"about_ca_system_score_codex":0.00025917307,"about_ca_system_score_gemma":0.00019082136,"threshold_uncertainty_score":0.015606821},"labels":[],"label_agreement":null},{"id":"W4378188479","doi":"10.1016/j.istruc.2023.05.064","title":"Bio-based sandwich beams made of paper honeycomb cores and flax FRP facings: Flexural and shear characteristics","year":2023,"lang":"en","type":"article","venue":"Structures","topic":"Natural Fiber Reinforced Composites","field":"Materials Science","cited_by":25,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Dalhousie University","funders":"","keywords":"Materials science; Fibre-reinforced plastic; Composite material; Sandwich-structured composite; Cladding (metalworking); Honeycomb; Core (optical fiber); Composite number; Flexural strength; Honeycomb structure; Beam (structure); Bending; Structural engineering; Engineering","score_opus":0.009299128407443286,"score_gpt":0.24114990712303597,"score_spread":0.23185077871559268,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4378188479","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9935548,0.0002611362,0.005516853,0.0000087628505,0.000010025218,0.000011507306,0.00009751564,0.000039370847,0.00050009787],"genre_scores_gemma":[0.9926817,0.00013422925,0.0063406983,0.000007824622,0.0000021419232,0.000012238198,0.00007793504,0.000005054862,0.00073822675],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999043,0.000011102662,0.000006172459,0.000024727704,0.000041900767,0.000011739112],"domain_scores_gemma":[0.9997098,0.000060851642,0.000080972226,0.00003009245,0.00008825957,0.000030075695],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002792474,0.0003496452,0.00013354667,0.00027583214,0.00010531312,0.0001240646,0.00019543305,0.0003390853,0.0006839986],"category_scores_gemma":[0.00021444685,0.0001698894,0.00018103104,0.00014785849,0.00019565622,0.0002307521,0.0001187181,0.00016207655,0.00022161914],"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":[0.000027732724,0.000012273889,0.0011403895,0.000028140397,0.000004132252,0.000047940153,0.000035472083,0.00036578963,0.9957372,0.000040715004,0.000023042841,0.0025370754],"study_design_scores_gemma":[0.0000054518855,0.0004344051,0.023587603,0.000008914846,0.000014922256,0.0002681076,0.00006691749,0.0035120388,0.97137165,0.00003179479,0.00068493583,0.000013187268],"about_ca_topic_score_codex":0.0002357145,"about_ca_topic_score_gemma":0.0010552936,"teacher_disagreement_score":0.0006839986,"about_ca_system_score_codex":0.000069563685,"about_ca_system_score_gemma":0.00007732552,"threshold_uncertainty_score":0.0022881627},"labels":[],"label_agreement":null},{"id":"W4379646052","doi":"10.1016/j.istruc.2023.05.119","title":"Effects of material non-linearity on the structural performance of sandwich beams made of recycled PET foam core and PET fiber composite facings: Experimental and analytical studies","year":2023,"lang":"en","type":"article","venue":"Structures","topic":"Structural Behavior of Reinforced Concrete","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":"Dalhousie University","funders":"","keywords":"Materials science; Polyethylene terephthalate; Composite material; Fibre-reinforced plastic; Core (optical fiber); Sandwich-structured composite; Deflection (physics); Composite number; Beam (structure); Parametric statistics; Structural engineering; Optics","score_opus":0.015190098067363074,"score_gpt":0.27440208014878564,"score_spread":0.25921198208142254,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4379646052","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99845135,0.00006263778,0.0011678583,0.0000076157585,0.00000334344,0.0000022206495,0.000012337111,0.000011403382,0.00028109655],"genre_scores_gemma":[0.99941957,0.000033758773,0.0001980117,0.0000032313903,0.0000013869173,0.0000019068167,0.000012021103,0.0000050597246,0.00032496642],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995937,0.000084066545,0.000015035822,0.00006820979,0.00015564733,0.000083409555],"domain_scores_gemma":[0.99764794,0.0014863362,0.00034420603,0.00018057211,0.0002566648,0.00008433965],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005717493,0.00034190388,0.00025815357,0.00023567786,0.00028962689,0.00030092316,0.0003794106,0.0004971528,0.0014703808],"category_scores_gemma":[0.0014657674,0.00041636312,0.00022892865,0.00023636782,0.00057174766,0.000514581,0.0003079039,0.00034222522,0.00029614902],"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":[0.0008471559,0.000098930315,0.0031232263,0.000046304427,0.000015664622,0.00015997048,0.00015960568,0.0071125333,0.9863105,0.00011831717,0.00002098002,0.001986896],"study_design_scores_gemma":[0.000014665687,0.0008031606,0.020996097,0.000007800706,0.00003671399,0.00013711632,0.0001305951,0.016705032,0.96097386,0.000040999937,0.00013367244,0.00002030372],"about_ca_topic_score_codex":0.0008557453,"about_ca_topic_score_gemma":0.0015417301,"teacher_disagreement_score":0.0014703808,"about_ca_system_score_codex":0.00029759365,"about_ca_system_score_gemma":0.00026014826,"threshold_uncertainty_score":0.004918933},"labels":[],"label_agreement":null},{"id":"W4380768776","doi":"10.1016/j.istruc.2023.06.025","title":"Tensile properties of carbon fabric-reinforced cementitious matrix (FRCM) at high temperatures","year":2023,"lang":"en","type":"article","venue":"Structures","topic":"Masonry and Concrete Structural Analysis","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":"Carleton University; University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Composite material; Ultimate tensile strength; Elastic modulus; Modulus; Carbon fibers; Young's modulus; Tensile testing; Tension (geology); Composite number","score_opus":0.007381193744078747,"score_gpt":0.1930634985070884,"score_spread":0.18568230476300965,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4380768776","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983627,0.0001309355,0.00030119947,0.000010621055,0.000006617461,0.0000029850628,0.00011346121,0.000013872495,0.0010576152],"genre_scores_gemma":[0.9992918,0.00002663798,0.00008182227,0.0000028791333,0.000002107982,0.0000019379272,0.00006750206,0.0000039156766,0.0005212447],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99977404,0.000019551888,0.0000073418446,0.0000433167,0.000102073296,0.00005366112],"domain_scores_gemma":[0.9995757,0.00013216647,0.000103441904,0.000029737306,0.000110882065,0.000048068126],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023451049,0.00022262851,0.00013538517,0.0003450439,0.00027752592,0.00021472716,0.00029198796,0.00036487848,0.0026528526],"category_scores_gemma":[0.0005206401,0.00020062772,0.00017492071,0.00032524663,0.00039961614,0.00020392217,0.00012377676,0.0003461767,0.00032282254],"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":[0.00042432224,0.000050414605,0.0030690574,0.000057783436,0.0000132262485,0.00020208987,0.00012436665,0.0048157508,0.98847765,0.00022627682,0.00013847178,0.0024005128],"study_design_scores_gemma":[0.000014920928,0.00077147566,0.07353637,0.000016939226,0.000028195465,0.00013542564,0.00022623036,0.01940972,0.9049644,0.00007794973,0.0007955248,0.000022947052],"about_ca_topic_score_codex":0.002413191,"about_ca_topic_score_gemma":0.0043916525,"teacher_disagreement_score":0.0026528526,"about_ca_system_score_codex":0.00025047507,"about_ca_system_score_gemma":0.0001640562,"threshold_uncertainty_score":0.008874655},"labels":[],"label_agreement":null},{"id":"W4383336897","doi":"10.1016/j.istruc.2023.07.003","title":"Progressive collapse resistance of post-fire cellular beam-column substructures with various web-opening shapes","year":2023,"lang":"en","type":"article","venue":"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":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University","funders":"King Saud University","keywords":"Progressive collapse; Structural engineering; Catenary; Stiffness; Displacement (psychology); Fire resistance; Beam (structure); Failure mechanism; Flexural strength; Materials science; Fire test; Composite material; Engineering; Reinforced concrete","score_opus":0.004419922143772578,"score_gpt":0.2052166984278942,"score_spread":0.20079677628412163,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4383336897","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988512,0.000049944287,0.000522421,0.000005239003,0.0000039342563,0.0000036461365,0.00006602191,0.00003789674,0.00045975394],"genre_scores_gemma":[0.999337,0.000022734303,0.00025796093,0.000003851473,6.770336e-7,0.000002504517,0.000063818086,0.000005250486,0.00030620414],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998412,0.00001131318,0.000007835783,0.000029816976,0.00005275132,0.000056919856],"domain_scores_gemma":[0.9994685,0.00011727167,0.00009930153,0.00008877281,0.00011555048,0.00011061555],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018323986,0.00024222452,0.00022645835,0.0007672433,0.0003891089,0.00049749034,0.00045115643,0.00056441425,0.0021243596],"category_scores_gemma":[0.00088337535,0.00027029717,0.00020622359,0.00038598615,0.00058713485,0.0002639616,0.00031464157,0.00029736478,0.00023479486],"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":[0.0015566462,0.00031286443,0.023581343,0.00016735237,0.000111184054,0.0008465889,0.0005592114,0.11185034,0.83801055,0.0011291518,0.0006222186,0.021252567],"study_design_scores_gemma":[0.00005950721,0.0011235652,0.11181216,0.000050401974,0.00014535403,0.00042205927,0.0011172951,0.34134564,0.54226863,0.0003332557,0.0012529548,0.00006916412],"about_ca_topic_score_codex":0.0032244637,"about_ca_topic_score_gemma":0.005746339,"teacher_disagreement_score":0.0032244637,"about_ca_system_score_codex":0.00034328495,"about_ca_system_score_gemma":0.00023967771,"threshold_uncertainty_score":0.0071067214},"labels":[],"label_agreement":null},{"id":"W4383617220","doi":"10.1016/j.istruc.2023.07.007","title":"Simplified frame models to simulate the in-plane load–displacement response of multi-story, perforated, partially grouted masonry walls","year":2023,"lang":"en","type":"article","venue":"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":"University of Calgary","funders":"","keywords":"Structural engineering; Stiffness; Masonry; Displacement (psychology); Shear wall; Frame (networking); Structural load; Geology; Compression (physics); Linear elasticity; Geotechnical engineering; Engineering; Finite element method; Materials science","score_opus":0.023261541865842193,"score_gpt":0.252690583680509,"score_spread":0.2294290418146668,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4383617220","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.4897397,0.00035497738,0.47305557,0.00016962049,0.00015611433,0.00017047836,0.0019054145,0.0008789788,0.03356918],"genre_scores_gemma":[0.95922077,0.00029260726,0.030260662,0.000038484497,0.00002328964,0.0001751522,0.00089368573,0.00016382599,0.008931469],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99981004,0.00004992377,0.000009514242,0.000022051014,0.000073373805,0.00003510593],"domain_scores_gemma":[0.99965584,0.00013860935,0.000049416463,0.000048156322,0.00008737231,0.000020644331],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020121146,0.0006770261,0.0007774767,0.00065054704,0.0003066521,0.0006050314,0.0015886832,0.0014074101,0.006080853],"category_scores_gemma":[0.0010840013,0.00056174345,0.0006437926,0.0007607257,0.00044790257,0.00043644922,0.0003792327,0.0005060158,0.00085079717],"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":[0.000015588543,0.000025282538,0.00026269993,0.000019968078,0.000008669681,0.000074562086,0.000031102383,0.9925087,0.0030301674,0.0017310192,0.00021415848,0.002078093],"study_design_scores_gemma":[0.000010070821,0.000021174383,0.00047312447,0.0000052560786,0.00000747745,0.000026339558,0.00001700034,0.99789536,0.00076526636,0.0002239125,0.0005495646,0.0000053042886],"about_ca_topic_score_codex":0.0077832565,"about_ca_topic_score_gemma":0.011442429,"teacher_disagreement_score":0.0077832565,"about_ca_system_score_codex":0.0005721372,"about_ca_system_score_gemma":0.00063549035,"threshold_uncertainty_score":0.020342529},"labels":[],"label_agreement":null},{"id":"W4385824692","doi":"10.1016/j.istruc.2023.105011","title":"Design and numerical analysis of Cross-Laminated bamboo (CLB) buildings with different rocking wall configurations","year":2023,"lang":"en","type":"article","venue":"Structures","topic":"Bamboo properties and applications","field":"Agricultural and Biological Sciences","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":"Okanagan University College; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Fundamental Research Funds for the Central Universities; Sichuan Province Science and Technology Support Program; National Natural Science Foundation of China","keywords":"Structural engineering; Shear wall; Bamboo; Engineering; Stiffness; Displacement (psychology); Modal analysis; Materials science; Composite material; Finite element method","score_opus":0.02761200212981227,"score_gpt":0.2580612678985778,"score_spread":0.23044926576876554,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385824692","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.87581384,0.00041808403,0.09819855,0.00011370875,0.000039291746,0.00008557482,0.00020553898,0.00023756802,0.024887895],"genre_scores_gemma":[0.98607165,0.00010804869,0.012027849,0.000010411519,0.0000036898225,0.00005405246,0.000071108574,0.000024673212,0.0016286435],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998995,0.000024576886,0.0000028052202,0.0000125225615,0.00003336726,0.000027179858],"domain_scores_gemma":[0.99983835,0.00005384985,0.000038632796,0.000013674934,0.00003029109,0.000025190318],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018090455,0.0004669538,0.00046139865,0.00042223086,0.0003603464,0.0007300472,0.00052245683,0.0007869232,0.0019079953],"category_scores_gemma":[0.0003073657,0.0003178986,0.00034301323,0.00036886238,0.0004344768,0.00022176183,0.00033758138,0.00023289525,0.00029903447],"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":[0.00012117589,0.000078966026,0.0021260271,0.00016386517,0.000024181158,0.00018645635,0.000073911826,0.93990004,0.047094453,0.0019592652,0.00022713226,0.008044502],"study_design_scores_gemma":[0.000023054026,0.00015064859,0.002560948,0.000016935688,0.000017956567,0.00005213212,0.00009768762,0.99019355,0.0056670215,0.00031992682,0.00088698976,0.000013176727],"about_ca_topic_score_codex":0.0025206087,"about_ca_topic_score_gemma":0.0031802878,"teacher_disagreement_score":0.0025206087,"about_ca_system_score_codex":0.00041066943,"about_ca_system_score_gemma":0.00041732352,"threshold_uncertainty_score":0.0063828826},"labels":[],"label_agreement":null},{"id":"W4385847765","doi":"10.1016/j.istruc.2023.105019","title":"Damage detection of structures based on wavelet analysis using improved AlexNet","year":2023,"lang":"en","type":"article","venue":"Structures","topic":"Infrastructure Maintenance and Monitoring","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 Ottawa","funders":"","keywords":"Benchmark (surveying); Computer science; Convolutional neural network; Wavelet; Structural health monitoring; Artificial intelligence; Pattern recognition (psychology); Sensitivity (control systems); Frame (networking); Continuous wavelet transform; Truss bridge; Wavelet transform; Bridge (graph theory); Frame rate; Truss; Structural engineering; Discrete wavelet transform; Engineering","score_opus":0.008420632402245061,"score_gpt":0.23444685154494094,"score_spread":0.22602621914269588,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385847765","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":[0.30916956,0.00092423736,0.6806791,0.00036117574,0.00023874636,0.00009710504,0.00071249146,0.0026284994,0.005189105],"genre_scores_gemma":[0.91224885,0.00067912636,0.081004836,0.000099454264,0.00008847528,0.00004686083,0.0013750826,0.000103107544,0.0043541584],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998055,0.000011361949,0.000008959013,0.0000460986,0.00007672956,0.000051404055],"domain_scores_gemma":[0.9998387,0.000027068789,0.000027229367,0.000025905843,0.0000659127,0.000015217848],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024091882,0.00093394535,0.0008395663,0.0013493128,0.0002622808,0.00061405863,0.00077102205,0.00067053584,0.0013707341],"category_scores_gemma":[0.0005619376,0.0003368889,0.000748459,0.0008826438,0.00025352545,0.0009226539,0.00065038033,0.00072025094,0.0005938267],"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":[0.000518969,0.00038724017,0.008750932,0.00024902282,0.00020018,0.0004688483,0.00009521176,0.22547008,0.09497754,0.002996327,0.007421375,0.65846443],"study_design_scores_gemma":[0.0000038987437,0.000041109863,0.0032143574,0.000009139294,0.000028362412,0.00006775196,0.000015434984,0.98682845,0.008462081,0.00076299347,0.0005596022,0.00000688947],"about_ca_topic_score_codex":0.0057307845,"about_ca_topic_score_gemma":0.0074404133,"teacher_disagreement_score":0.0057307845,"about_ca_system_score_codex":0.0003970293,"about_ca_system_score_gemma":0.0005158704,"threshold_uncertainty_score":0.011394858},"labels":[],"label_agreement":null},{"id":"W4385963017","doi":"10.1016/j.istruc.2023.105057","title":"Impact of the bio content of polymeric matrices on flexural performance of sandwich beams made of PET fiber composite facings and recycled PET honeycomb core","year":2023,"lang":"en","type":"article","venue":"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":"Dalhousie University","funders":"","keywords":"Materials science; Polyethylene terephthalate; Flexural strength; Composite material; Core (optical fiber); Beam (structure); Sandwich-structured composite; Composite number; Bending; Honeycomb; Fibre-reinforced plastic; Ultimate tensile strength; Honeycomb structure; Fiber; Three point flexural test; Structural engineering","score_opus":0.017185511629444043,"score_gpt":0.24974056712024992,"score_spread":0.23255505549080588,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385963017","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99933666,0.00015601519,0.00017529352,0.0000063854864,0.000005506981,0.0000015749276,0.000029965315,0.0000063322486,0.0002822622],"genre_scores_gemma":[0.9992767,0.00006936787,0.00015073853,0.000006154611,0.0000013341671,0.0000020805212,0.000028103486,0.0000044075805,0.00046124693],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998148,0.000029739314,0.000013841373,0.00004182221,0.0000560573,0.00004381889],"domain_scores_gemma":[0.99939275,0.00021109916,0.00017405147,0.000032552856,0.00012335368,0.000066211214],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028071823,0.00033142933,0.00016429115,0.0002294892,0.00015210292,0.00033936973,0.00016185478,0.0003258043,0.0014519292],"category_scores_gemma":[0.0006048988,0.00021959632,0.00018132401,0.00016249095,0.00026763766,0.0003640316,0.00015174944,0.000257321,0.000238541],"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":[0.00063326163,0.0000414525,0.00074489194,0.00005218314,0.000011238224,0.00006217323,0.000044745844,0.0008105907,0.99626774,0.000042744527,0.00001588554,0.0012729939],"study_design_scores_gemma":[0.0000032461526,0.00039672025,0.003151482,0.000005764563,0.000020095986,0.00002030272,0.00004252012,0.00096403435,0.99525875,0.000006695982,0.00012604834,0.000004452653],"about_ca_topic_score_codex":0.00064178876,"about_ca_topic_score_gemma":0.0019753792,"teacher_disagreement_score":0.0014519292,"about_ca_system_score_codex":0.00017276849,"about_ca_system_score_gemma":0.00015372619,"threshold_uncertainty_score":0.004857242},"labels":[],"label_agreement":null},{"id":"W4386155143","doi":"10.1016/j.istruc.2023.105087","title":"Numerical and analytical investigations on the flexural behaviours of composite beams of inverted-T steel section and ultra-high-performance concrete (UHPC) slab","year":2023,"lang":"en","type":"article","venue":"Structures","topic":"Structural Load-Bearing Analysis","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":"Polytechnique Montréal","funders":"","keywords":"Structural engineering; Slab; Flexural strength; Materials science; Flange; Parametric statistics; Deflection (physics); Compressive strength; Beam (structure); Composite number; Finite element method; Slip (aerodynamics); Composite material; Engineering","score_opus":0.01295631303049001,"score_gpt":0.22350658035014054,"score_spread":0.21055026731965054,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386155143","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97287685,0.00020937838,0.014799053,0.00009301456,0.00001757,0.00002348231,0.00011260388,0.0000895446,0.01177867],"genre_scores_gemma":[0.9950216,0.00007395803,0.0033076298,0.000009276454,0.000004522811,0.000012974536,0.000038577986,0.000009760546,0.0015217963],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987006,0.000027918695,0.000004946536,0.000012964987,0.00006109635,0.000022977187],"domain_scores_gemma":[0.99918705,0.00048737618,0.000113568545,0.000055761077,0.000115202965,0.00004116437],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034509622,0.0003225475,0.00033452947,0.00063002814,0.00043033223,0.00032199384,0.00068902096,0.0007601739,0.0025974335],"category_scores_gemma":[0.0014942923,0.00026406837,0.00035115864,0.0005594426,0.0008735865,0.00039211204,0.00030566027,0.00036116285,0.00021739845],"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":[0.00023311017,0.00022406144,0.005144116,0.00017174408,0.000029971285,0.00028198882,0.00026439817,0.89318144,0.08442279,0.0050703366,0.00031148907,0.01066456],"study_design_scores_gemma":[0.000013056581,0.00007748797,0.0040423404,0.000009044987,0.000006813309,0.000058591148,0.00009065727,0.9902749,0.0047787516,0.0004104379,0.00022644343,0.000011358163],"about_ca_topic_score_codex":0.0029491351,"about_ca_topic_score_gemma":0.004090967,"teacher_disagreement_score":0.0029491351,"about_ca_system_score_codex":0.0003438021,"about_ca_system_score_gemma":0.00039134614,"threshold_uncertainty_score":0.008689225},"labels":[],"label_agreement":null},{"id":"W4386691924","doi":"10.1016/j.istruc.2023.105175","title":"Structural performance of fiber-reinforced SCC beams containing Stalite lightweight aggregates","year":2023,"lang":"en","type":"article","venue":"Structures","topic":"Innovative concrete reinforcement materials","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":"Memorial University of Newfoundland","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Fiber; Structural engineering; Composite material; Engineering","score_opus":0.012165290485566693,"score_gpt":0.23233006983568297,"score_spread":0.22016477935011627,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4386691924","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993198,0.000068447225,0.00044134917,0.0000016607783,0.0000014572427,0.0000026018452,0.00002665016,0.000011126839,0.00012683391],"genre_scores_gemma":[0.9985567,0.00008757013,0.00075202895,0.000004894822,0.0000011048943,0.00000502702,0.00006980441,0.000005228904,0.00051764946],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997658,0.000021552729,0.000017205273,0.000034656183,0.00012973488,0.000031089072],"domain_scores_gemma":[0.9995776,0.00008277514,0.0001223433,0.000033404784,0.00014064182,0.000043214164],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035521926,0.00041196393,0.0002000581,0.0004202608,0.00015393095,0.00014275695,0.00023878108,0.0002747217,0.0010600424],"category_scores_gemma":[0.00032806187,0.00017851165,0.00022279138,0.0002100184,0.00023276094,0.00025275722,0.00020926744,0.00016273052,0.00023635678],"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":[0.00007199152,0.000017967917,0.0047792783,0.00003322832,0.000011061893,0.000035340177,0.0000476847,0.0011432176,0.991122,0.00001659295,0.000011521038,0.002710003],"study_design_scores_gemma":[0.0000049438568,0.0009837403,0.047461383,0.0000119970455,0.000039174916,0.00008763531,0.00011573025,0.00384914,0.9468429,0.000014447275,0.00057730137,0.000011532111],"about_ca_topic_score_codex":0.001632565,"about_ca_topic_score_gemma":0.007010863,"teacher_disagreement_score":0.001632565,"about_ca_system_score_codex":0.00017648427,"about_ca_system_score_gemma":0.00018055076,"threshold_uncertainty_score":0.0035461783},"labels":[],"label_agreement":null},{"id":"W4387148966","doi":"10.1016/j.istruc.2023.105280","title":"Structural health monitoring via a group-theoretic WSA for optimal feature selection and data fusion","year":2023,"lang":"en","type":"article","venue":"Structures","topic":"Infrastructure Maintenance and Monitoring","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":"Sigmoid function; Binary number; Genetic algorithm; Feature selection; Computer science; Binary classification; Artificial intelligence; Naive Bayes classifier; Pattern recognition (psychology); Particle swarm optimization; Fitness function; Data mining; Feature (linguistics); Fusion; Structural health monitoring; k-nearest neighbors algorithm; Sensor fusion; Bayes' theorem; Machine learning; Support vector machine; Bayesian probability; Mathematics; Artificial neural network; Engineering","score_opus":0.015728312285208032,"score_gpt":0.2856344171635864,"score_spread":0.26990610487837835,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387148966","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":[0.0069402903,0.000051630977,0.99237293,0.000077875,0.00001842229,0.00001668167,0.000047588957,0.00014868184,0.0003258293],"genre_scores_gemma":[0.5740659,0.0001818624,0.42253,0.00018714996,0.00012211713,0.00020411218,0.0005415312,0.00007876869,0.0020886043],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998911,0.00030498707,0.00008032263,0.00030014533,0.00029635045,0.00010707309],"domain_scores_gemma":[0.99895763,0.00046847374,0.000119413584,0.0001677636,0.00023980912,0.000046778372],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013499408,0.00089488586,0.0013386115,0.0011021527,0.0005538107,0.0010613514,0.0010915508,0.0009637204,0.0013007183],"category_scores_gemma":[0.003647371,0.00035514325,0.0011905432,0.0013254547,0.0010475008,0.001582553,0.0016498774,0.00096518465,0.00053044735],"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":[0.00049036206,0.00023860615,0.0018800995,0.00014320512,0.00025279386,0.00015257792,0.00015340796,0.5615835,0.028101744,0.04022314,0.0033054017,0.36347523],"study_design_scores_gemma":[0.0000052334517,0.00003675273,0.00018927718,0.000003064479,0.00001354113,0.000017482529,0.000008966757,0.9893059,0.0013003788,0.008805557,0.00030663062,0.0000072199596],"about_ca_topic_score_codex":0.0030684508,"about_ca_topic_score_gemma":0.0026801801,"teacher_disagreement_score":0.0030684508,"about_ca_system_score_codex":0.00048419397,"about_ca_system_score_gemma":0.0013188174,"threshold_uncertainty_score":0.0071392655},"labels":[],"label_agreement":null},{"id":"W4387239034","doi":"10.1016/j.istruc.2023.105301","title":"Global buckling analysis on cold-formed steel built-up box-shape columns at ambient and elevated temperatures","year":2023,"lang":"en","type":"article","venue":"Structures","topic":"Structural Load-Bearing 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":"University of Waterloo","funders":"","keywords":"Buckling; Structural engineering; Shearing (physics); Parametric statistics; Stiffness; Materials science; Composite material; Engineering; Mathematics","score_opus":0.008824173571414642,"score_gpt":0.24207269145811777,"score_spread":0.23324851788670314,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387239034","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9963181,0.000033857494,0.0020851004,0.0000061891196,0.000002327392,0.0000033258677,0.00010092164,0.000045898087,0.0014041755],"genre_scores_gemma":[0.99872214,0.000013223694,0.00032694623,0.0000020360485,6.7972724e-7,0.0000033948268,0.00009684959,0.000013429682,0.0008212435],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999948,0.000003456599,0.0000011515905,0.0000107471205,0.00001891669,0.00001765028],"domain_scores_gemma":[0.99988353,0.000034495122,0.000017114977,0.000013571419,0.000035823472,0.000015374324],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008635715,0.0002948295,0.00032377124,0.00042590022,0.00030517112,0.00023644739,0.00034638355,0.00029286757,0.0019156784],"category_scores_gemma":[0.00018472098,0.00017657552,0.00027912177,0.0002905088,0.00048751058,0.00023095969,0.0001928754,0.00019370051,0.0003014159],"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":[0.0005525438,0.000094635,0.011103338,0.00014469001,0.000049546266,0.00056691805,0.00024282974,0.5883631,0.38719472,0.0011474781,0.00055154087,0.009988654],"study_design_scores_gemma":[0.00002486059,0.00042043926,0.0590092,0.000008600878,0.000024503093,0.00011929658,0.00022503635,0.8706411,0.06863416,0.00036834314,0.0004936008,0.000030832347],"about_ca_topic_score_codex":0.0035367867,"about_ca_topic_score_gemma":0.0068992204,"teacher_disagreement_score":0.0035367867,"about_ca_system_score_codex":0.00029741213,"about_ca_system_score_gemma":0.00024390564,"threshold_uncertainty_score":0.0070323944},"labels":[],"label_agreement":null},{"id":"W4387663973","doi":"10.1016/j.istruc.2023.105367","title":"Seismic behavior of autoclaved aerated concrete masonry walls reinforced with glass-fiber geogrid","year":2023,"lang":"en","type":"article","venue":"Structures","topic":"Masonry and Concrete Structural 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":"McMaster University","funders":"Department of Education of Liaoning Province; National Natural Science Foundation of China","keywords":"Materials science; Masonry; Unreinforced masonry building; Structural engineering; Composite material; Masonry veneer; Cracking; Autoclaved aerated concrete; Ultimate tensile strength; Mortar; Finite element method; Ductility (Earth science); Dissipation; Compressive strength; Engineering; Creep","score_opus":0.007257425874995403,"score_gpt":0.21043113762350454,"score_spread":0.20317371174850915,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387663973","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99928373,0.00001039531,0.00028699156,0.0000041176186,0.0000010937096,9.199801e-7,0.000025434058,0.000007930827,0.00037945784],"genre_scores_gemma":[0.9992975,0.000011024159,0.0001295752,0.0000016217581,3.9080754e-7,8.4147337e-7,0.000043654396,0.0000022629306,0.00051320763],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99992144,0.000010299216,0.0000031675675,0.000013463542,0.000028771376,0.000022886623],"domain_scores_gemma":[0.99985397,0.00004423925,0.000025005189,0.000012149469,0.000038537615,0.00002605997],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011323578,0.00019718183,0.00018059139,0.00023298252,0.00017406717,0.00017535171,0.0002529694,0.00036648332,0.0012521496],"category_scores_gemma":[0.0002777313,0.00014845932,0.00016625172,0.00016498535,0.0004067016,0.000117688134,0.00016562466,0.00018333738,0.00018865906],"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":[0.0012156181,0.0001539338,0.017259017,0.00006370155,0.000036908084,0.0006765892,0.0005276772,0.15455824,0.818002,0.00068635715,0.0002477569,0.006572272],"study_design_scores_gemma":[0.000044100347,0.0014694188,0.14941129,0.000033254197,0.00006201958,0.00021963059,0.00091333385,0.4539818,0.3928321,0.00015724126,0.0008353896,0.000040499217],"about_ca_topic_score_codex":0.0062922686,"about_ca_topic_score_gemma":0.009019282,"teacher_disagreement_score":0.0062922686,"about_ca_system_score_codex":0.00026213832,"about_ca_system_score_gemma":0.00020851078,"threshold_uncertainty_score":0.012511313},"labels":[],"label_agreement":null},{"id":"W4388688131","doi":"10.1016/j.istruc.2023.105497","title":"Cyclic load behaviour of reinforced concrete columns with SMA and ECC in the critical regions","year":2023,"lang":"en","type":"article","venue":"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":"University of Calgary","funders":"","keywords":"Materials science; SMA*; Plastic hinge; Structural engineering; Shape-memory alloy; Composite material; Rebar; Ultimate tensile strength; Displacement (psychology); Reinforced concrete; Hinge; Cantilever; Computer science","score_opus":0.012864350285342415,"score_gpt":0.250523713562824,"score_spread":0.23765936327748158,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388688131","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.996854,0.00006951063,0.0006714449,0.000024679744,0.000004971565,0.0000049213686,0.00010311687,0.000044503304,0.0022227496],"genre_scores_gemma":[0.99882334,0.000022833512,0.00012298548,0.0000066620632,0.000002043665,0.0000039000033,0.00006896945,0.000010591404,0.00093875104],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99985635,0.000015208628,0.000004896339,0.000020649142,0.000055948378,0.000046948113],"domain_scores_gemma":[0.9991372,0.00039679662,0.00009989922,0.00006201038,0.00018681456,0.000117361444],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015111656,0.00019801686,0.00016495783,0.0005864302,0.0002824568,0.0002519039,0.00034266026,0.00049093436,0.0043696743],"category_scores_gemma":[0.0008973086,0.0001857969,0.0001444319,0.0003226736,0.00061322784,0.00032446586,0.0002103894,0.0002858617,0.00034039235],"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":[0.002537147,0.00041834786,0.012182115,0.00021324481,0.00004852883,0.000860058,0.0009812021,0.1698004,0.7866251,0.002253673,0.0016880454,0.022392005],"study_design_scores_gemma":[0.000068258305,0.0017130402,0.13962622,0.00008519579,0.000068299974,0.00033951027,0.00076662656,0.49656472,0.35710427,0.0009826744,0.0025916232,0.000089555775],"about_ca_topic_score_codex":0.0049212165,"about_ca_topic_score_gemma":0.006139896,"teacher_disagreement_score":0.0049212165,"about_ca_system_score_codex":0.00037346277,"about_ca_system_score_gemma":0.000276244,"threshold_uncertainty_score":0.014618039},"labels":[],"label_agreement":null},{"id":"W4388840258","doi":"10.1016/j.istruc.2023.105512","title":"Efficient design of overlapped purlins loaded by gravity","year":2023,"lang":"en","type":"article","venue":"Structures","topic":"Structural Load-Bearing Analysis","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":"Colegiul Consultativ pentru Cercetare-Dezvoltare şi Inovare; Unitatea Executiva pentru Finantarea Invatamantului Superior, a Cercetarii, Dezvoltarii si Inovarii; Ontario Ministry of Research, Innovation and Science","keywords":"Structural engineering; Span (engineering); Connection (principal bundle); Cold forming; Finite element method; Beam (structure); Point (geometry); Engineering; Materials science; Computer science; Geometry; Mathematics","score_opus":0.011205064795209517,"score_gpt":0.22353924618541224,"score_spread":0.21233418139020271,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4388840258","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":[0.27531058,0.00021912197,0.69389,0.000108003675,0.000047890982,0.000089465124,0.00007486784,0.00047904134,0.029781027],"genre_scores_gemma":[0.9181215,0.00011262099,0.07628198,0.000030392432,0.000014417756,0.00010051656,0.000064667925,0.00007860293,0.005195325],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998436,0.00003219601,0.000005327757,0.000026021205,0.000062764324,0.000029978659],"domain_scores_gemma":[0.9998685,0.000039715458,0.000028523596,0.000016451455,0.000030384877,0.000016459364],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021016164,0.00050161016,0.0006323879,0.0004484209,0.00042782206,0.00070354354,0.0009747754,0.0006003653,0.0034626995],"category_scores_gemma":[0.00053307106,0.00038223577,0.00023734316,0.00030420697,0.00048554767,0.0006184219,0.0008690788,0.00025569103,0.00043194887],"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":[0.00023142813,0.00008004917,0.00096946326,0.00012574301,0.000029852232,0.00022561934,0.00015396485,0.88961315,0.02838159,0.020383354,0.0009780364,0.05882776],"study_design_scores_gemma":[0.00001230601,0.00011151113,0.0002286727,0.000008539445,0.0000074805475,0.000038334038,0.0000500242,0.9929213,0.0036204008,0.0013441078,0.001652016,0.000005343955],"about_ca_topic_score_codex":0.0008805379,"about_ca_topic_score_gemma":0.0019082705,"teacher_disagreement_score":0.0034626995,"about_ca_system_score_codex":0.00039067035,"about_ca_system_score_gemma":0.00052485167,"threshold_uncertainty_score":0.011583865},"labels":[],"label_agreement":null},{"id":"W4389285108","doi":"10.1016/j.istruc.2023.105643","title":"Structural performance of balloon mass timber shear walls under in-plane lateral loads","year":2023,"lang":"en","type":"article","venue":"Structures","topic":"Tree Root and Stability Studies","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":"FPInnovations","funders":"FPInnovations; Canadian Forest Service; Government of Canada","keywords":"Shear wall; Structural engineering; Shear (geology); Structural load; Perpendicular; Deflection (physics); Structural system; Balloon; Geology; Engineering; Geotechnical engineering; Materials science; Composite material; Mathematics; Geometry; Physics","score_opus":0.011238929786182347,"score_gpt":0.22321414097284653,"score_spread":0.21197521118666418,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389285108","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988939,0.000017204356,0.0002585789,0.0000036549336,0.0000022647732,0.0000015177992,0.00003397317,0.000007778037,0.00078113703],"genre_scores_gemma":[0.9991825,0.000015507112,0.00009654778,0.000001989652,0.0000010390238,0.0000018044071,0.00005058242,0.000004283818,0.00064567116],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998598,0.000017334818,0.000007964975,0.000021102054,0.00005428128,0.000039510698],"domain_scores_gemma":[0.99948007,0.00019773646,0.000079201505,0.00004264264,0.00012212947,0.000078174264],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023056849,0.0002702322,0.0002969602,0.00040722065,0.0005105138,0.00036555325,0.00030306267,0.00042895504,0.0033156294],"category_scores_gemma":[0.00081989774,0.00018123897,0.00019622549,0.0002628654,0.0005156863,0.00032430165,0.00036243422,0.00021191304,0.00047912865],"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":[0.002902765,0.00025611502,0.017454483,0.00009599605,0.000028229493,0.00047586867,0.0008759675,0.06482171,0.8985632,0.0009305158,0.00038458852,0.013210403],"study_design_scores_gemma":[0.00010316839,0.004789707,0.17631334,0.00006207948,0.00010596241,0.0004338712,0.0020901295,0.19286788,0.6208559,0.00071250263,0.0015921633,0.00007323943],"about_ca_topic_score_codex":0.0016814619,"about_ca_topic_score_gemma":0.0019831227,"teacher_disagreement_score":0.0033156294,"about_ca_system_score_codex":0.00020733991,"about_ca_system_score_gemma":0.00023322146,"threshold_uncertainty_score":0.011091888},"labels":[],"label_agreement":null},{"id":"W4389427066","doi":"10.1016/j.istruc.2023.105639","title":"Automatic generation of 3D micromechanical finite element model with periodic boundary conditions to predict elastic properties of bamboo fibre-reinforced composites","year":2023,"lang":"en","type":"article","venue":"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":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":"Periodic boundary conditions; Materials science; Composite material; Finite element method; Volume fraction; Python (programming language); Boundary value problem; Solver; Representative elementary volume; Structural engineering; Computer science; Mathematics; Mathematical analysis; Engineering; Mathematical optimization; Microstructure","score_opus":0.028119480111700665,"score_gpt":0.22223462833515503,"score_spread":0.19411514822345438,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389427066","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":[0.1899541,0.00013457146,0.79986787,0.000116250834,0.00006697923,0.00014598708,0.00048716477,0.0035589028,0.005668259],"genre_scores_gemma":[0.83938354,0.00009385168,0.1566336,0.000044178432,0.000010693445,0.00034334595,0.0007417153,0.00030031335,0.0024487032],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999304,0.000011123979,0.000004404117,0.000014504517,0.000029632616,0.000009834973],"domain_scores_gemma":[0.9998398,0.00006534092,0.00002013578,0.000026659882,0.000036515718,0.000011605959],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015723688,0.00055831124,0.0005434495,0.00039904835,0.00040472447,0.00040568167,0.0008019838,0.0010385178,0.0031719862],"category_scores_gemma":[0.0004331368,0.00056319096,0.00066884543,0.00023846098,0.00028208114,0.0003221606,0.0004221341,0.0004818591,0.000584047],"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":[0.000049329654,0.00007446915,0.0008271119,0.00007278841,0.000027616696,0.00011667763,0.00006512738,0.9537895,0.022220396,0.001453668,0.00054369407,0.02075966],"study_design_scores_gemma":[0.00000380171,0.000007933576,0.000108757136,0.000002075689,0.000002513146,0.000008327998,0.0000049272157,0.9976654,0.0018168773,0.00014871846,0.0002281125,0.0000026066946],"about_ca_topic_score_codex":0.0045736604,"about_ca_topic_score_gemma":0.006116963,"teacher_disagreement_score":0.0045736604,"about_ca_system_score_codex":0.0003235691,"about_ca_system_score_gemma":0.00072569697,"threshold_uncertainty_score":0.010611355},"labels":[],"label_agreement":null},{"id":"W4389462559","doi":"10.1016/j.istruc.2023.105683","title":"Effect of rubber properties on the performance of Visco-Hyperelastic Damper (VHD)","year":2023,"lang":"en","type":"article","venue":"Structures","topic":"Vibration Control and Rheological Fluids","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":"Iran National Science Foundation","keywords":"Damper; Hyperelastic material; Dissipation; Natural rubber; Viscoelasticity; Materials science; Structural engineering; Stiffness; Composite material; Finite element method; Engineering; Physics","score_opus":0.007760552554657328,"score_gpt":0.19641915172981525,"score_spread":0.18865859917515793,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389462559","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99782604,0.0005224106,0.0010139701,0.00002244664,0.00002280906,0.0000044379863,0.00003900513,0.000028733984,0.0005201723],"genre_scores_gemma":[0.9991365,0.00012458987,0.00037140245,0.0000080541095,0.0000040669092,0.000003074731,0.000023552502,0.0000111072,0.00031766813],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997918,0.000037819624,0.00001649704,0.000049424125,0.000045421304,0.00005908212],"domain_scores_gemma":[0.998852,0.0006819296,0.00019691278,0.00007442229,0.00011238492,0.000082240134],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031136238,0.00033080712,0.00022197695,0.00024442407,0.00019937332,0.0003217723,0.00026868976,0.0004258316,0.00294636],"category_scores_gemma":[0.0013181474,0.00018321995,0.00017538665,0.00020503778,0.00023378448,0.00043620213,0.00019483542,0.0002551375,0.0004229965],"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":[0.003070115,0.00019712193,0.0010788409,0.00025236476,0.000022412172,0.00018094979,0.00012811687,0.004011233,0.98047,0.00012061043,0.00010549184,0.010362672],"study_design_scores_gemma":[0.000046508743,0.0020716612,0.00805652,0.000022418677,0.00007094334,0.000093776136,0.000088819,0.01187126,0.9769766,0.00003679976,0.0006436696,0.00002108393],"about_ca_topic_score_codex":0.00023740612,"about_ca_topic_score_gemma":0.00031435554,"teacher_disagreement_score":0.00294636,"about_ca_system_score_codex":0.000097248856,"about_ca_system_score_gemma":0.00009794835,"threshold_uncertainty_score":0.009856522},"labels":[],"label_agreement":null},{"id":"W4389572939","doi":"10.1016/j.istruc.2023.105504","title":"O.I.C.-based design of extruded and welded aluminum I-sections","year":2023,"lang":"en","type":"article","venue":"Structures","topic":"Structural Load-Bearing 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":"Université Laval","funders":"","keywords":"Aluminium; Welding; Parametric statistics; Structural engineering; Strain hardening exponent; Buckling; Hardening (computing); Finite element method; Materials science; Mechanical engineering; Engineering; Composite material; Mathematics","score_opus":0.017868262294397995,"score_gpt":0.22861021495857747,"score_spread":0.21074195266417947,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389572939","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":[0.11631064,0.00018847463,0.8308436,0.0000643004,0.00005493572,0.00014791243,0.00011659788,0.00060733163,0.05166619],"genre_scores_gemma":[0.90365565,0.0001061194,0.087145776,0.000035436016,0.000008340896,0.000120570214,0.00010624841,0.000102517566,0.008719368],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999119,0.000012951466,0.0000025379697,0.000013168527,0.000042449705,0.000017064629],"domain_scores_gemma":[0.9998876,0.000013937663,0.000021115606,0.000007647851,0.00006300277,0.000006632817],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018817851,0.00044687666,0.0002656157,0.0004024434,0.00023734022,0.00040586194,0.0008873922,0.00039537443,0.0034239958],"category_scores_gemma":[0.0002677829,0.00022428889,0.0002934682,0.00017833676,0.000255433,0.00018261578,0.00031756843,0.00019998485,0.0006163539],"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":[0.00011217523,0.00003954369,0.0006876062,0.00011380848,0.000017189213,0.00007974695,0.00006354744,0.9007983,0.0478256,0.009273735,0.00089623395,0.04009246],"study_design_scores_gemma":[0.000020809308,0.00022595326,0.00085192267,0.00002070396,0.00002407889,0.00006458585,0.000045093184,0.9762365,0.01564391,0.0014130864,0.0054420345,0.000011286323],"about_ca_topic_score_codex":0.0027124754,"about_ca_topic_score_gemma":0.004829779,"teacher_disagreement_score":0.0034239958,"about_ca_system_score_codex":0.00053852226,"about_ca_system_score_gemma":0.0007979023,"threshold_uncertainty_score":0.011454403},"labels":[],"label_agreement":null},{"id":"W4389699021","doi":"10.1016/j.istruc.2023.105680","title":"Behaviour of circular concrete bridge columns internally reinforced with GFRP under reversed-cyclic loading including torsion","year":2023,"lang":"en","type":"article","venue":"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":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Manitoba","funders":"Natural Sciences and Engineering Research Council of Canada; Pultrall; University of Manitoba","keywords":"Fibre-reinforced plastic; Structural engineering; Torsion (gastropod); Materials science; Stiffness; Composite material; Ductility (Earth science); Failure mode and effects analysis; Bending moment; Dissipation; Engineering; Creep","score_opus":0.02053558065935215,"score_gpt":0.2535911782170773,"score_spread":0.23305559755772512,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389699021","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99903154,0.000033931738,0.00016568732,0.00001230405,0.0000040306986,0.000002659816,0.00007821889,0.000020559668,0.0006510348],"genre_scores_gemma":[0.9992482,0.00002204556,0.00007000967,0.000005361655,0.0000011032928,0.0000022399204,0.00007915255,0.0000064268174,0.000565403],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982685,0.000017820495,0.000005893537,0.000031616746,0.00005971986,0.00005815575],"domain_scores_gemma":[0.9995378,0.00014030987,0.00007382242,0.0000391733,0.0001156778,0.00009318119],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016858506,0.00020721482,0.00020378243,0.00041125176,0.00031138406,0.00026288946,0.0003686569,0.0004982525,0.0033338952],"category_scores_gemma":[0.000722574,0.00019290466,0.00019853846,0.00025443788,0.00076616206,0.00022836206,0.00022127733,0.00031958972,0.00043069728],"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":[0.0013226529,0.000143845,0.006781105,0.00009160748,0.000025387124,0.00074101007,0.00048653595,0.022498796,0.9621391,0.00031974673,0.0003883863,0.005061813],"study_design_scores_gemma":[0.00006329745,0.002561097,0.18252686,0.00005256709,0.00008153989,0.0005310405,0.0011582774,0.16229694,0.64891344,0.00024763928,0.0014716025,0.00009574672],"about_ca_topic_score_codex":0.0050581098,"about_ca_topic_score_gemma":0.004565394,"teacher_disagreement_score":0.0050581098,"about_ca_system_score_codex":0.00031466468,"about_ca_system_score_gemma":0.0003368391,"threshold_uncertainty_score":0.011152983},"labels":[],"label_agreement":null},{"id":"W4389751955","doi":"10.1016/j.istruc.2023.105696","title":"Cyclic testing of two-level control system using friction-yielding top plates in beam-to-column rigid connections","year":2023,"lang":"en","type":"article","venue":"Structures","topic":"Mechanical stress and fatigue 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 Ottawa","funders":"","keywords":"Column (typography); Beam (structure); Structural engineering; Materials science; Control (management); Engineering; Computer science; Connection (principal bundle); Artificial intelligence","score_opus":0.041082247117725575,"score_gpt":0.26684818185335185,"score_spread":0.22576593473562628,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389751955","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9967624,0.000024767636,0.0027742684,0.000009362736,0.0000071151153,0.00001273139,0.000026567943,0.00007750816,0.00030521496],"genre_scores_gemma":[0.99925715,0.000006124863,0.0005249977,0.0000032827393,9.4170974e-7,0.000007677743,0.000011184974,0.000005070596,0.00018362363],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995198,0.00007338708,0.00002933114,0.00008955518,0.00018397202,0.00010394351],"domain_scores_gemma":[0.99843186,0.000580547,0.00019414519,0.0002726653,0.00038964822,0.0001310525],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040249692,0.00040768893,0.00030414783,0.0004887727,0.00047657583,0.00031687526,0.0010509774,0.0005896066,0.0024105546],"category_scores_gemma":[0.0013811745,0.0002765526,0.00019535684,0.00028554868,0.000678493,0.0003944342,0.0003453982,0.00023507171,0.00014254151],"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":[0.0020195323,0.00039540484,0.0062113176,0.00023201245,0.000060904065,0.0004281789,0.0008631183,0.036597565,0.9271348,0.00054344663,0.00037236323,0.025141448],"study_design_scores_gemma":[0.00012620226,0.006732992,0.0380141,0.000032079915,0.00009449308,0.00017690154,0.00038222232,0.2871506,0.66608024,0.00020357767,0.0009341707,0.000072435854],"about_ca_topic_score_codex":0.003976651,"about_ca_topic_score_gemma":0.006924685,"teacher_disagreement_score":0.003976651,"about_ca_system_score_codex":0.00050009985,"about_ca_system_score_gemma":0.00034288198,"threshold_uncertainty_score":0.008064151},"labels":[],"label_agreement":null},{"id":"W4389818093","doi":"10.1016/j.istruc.2023.105750","title":"Research on seismic performance of a novel fully precast RC frame isolation structure","year":2023,"lang":"en","type":"article","venue":"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":"","keywords":"Precast concrete; Frame (networking); Structural engineering; Isolation (microbiology); Seismic isolation; Engineering; Computer science; Telecommunications; Biology; Bioinformatics","score_opus":0.03200533888540619,"score_gpt":0.29847261130982794,"score_spread":0.26646727242442175,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389818093","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94151205,0.0001807757,0.04220287,0.000095299445,0.000029760324,0.000025388827,0.00008519668,0.00020798326,0.01566062],"genre_scores_gemma":[0.99061346,0.000064713706,0.006565399,0.000012673779,0.000009303877,0.000008114158,0.00008496801,0.000008235731,0.0026330939],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99982965,0.000014081183,0.000004822368,0.000026028189,0.00009854772,0.000026888649],"domain_scores_gemma":[0.999811,0.00002630276,0.00003095117,0.000024851824,0.000082245795,0.000024698482],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014216128,0.00040791437,0.00025868427,0.0002921138,0.00027852922,0.00032760022,0.0005029018,0.00041077845,0.0021889752],"category_scores_gemma":[0.00028333394,0.00010489738,0.0001956318,0.00026225983,0.00021857275,0.0003728093,0.00020052923,0.00021763072,0.00048440445],"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":[0.0008829879,0.00023731835,0.005695046,0.00021463617,0.0000497591,0.0004856749,0.00021564295,0.072201796,0.85143757,0.0032805873,0.00063071,0.0646684],"study_design_scores_gemma":[0.00009767518,0.0049760425,0.040262476,0.000039588394,0.00018784787,0.0011458948,0.00037740925,0.6225891,0.32219043,0.0008085144,0.007274282,0.000050714356],"about_ca_topic_score_codex":0.001287861,"about_ca_topic_score_gemma":0.0018432628,"teacher_disagreement_score":0.0021889752,"about_ca_system_score_codex":0.00027765322,"about_ca_system_score_gemma":0.00051627547,"threshold_uncertainty_score":0.007322848},"labels":[],"label_agreement":null},{"id":"W4389898116","doi":"10.1016/j.istruc.2023.105746","title":"Experimental and numerical simulation research on the flexural performance of beams reinforced with GFRP bars and three-sides UHPC layer","year":2023,"lang":"en","type":"article","venue":"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":"University of Toronto","funders":"Fundamental Research Funds for the Central Universities; Graduate Research and Innovation Projects of Jiangsu Province; National Natural Science Foundation of China","keywords":"Flexural strength; Materials science; Fibre-reinforced plastic; Beam (structure); Bending; Structural engineering; Composite material; Cracking; Layer (electronics); Three point flexural test; Finite element method; Parametric statistics; Reinforced concrete; Engineering","score_opus":0.04552384908761533,"score_gpt":0.3160869308499786,"score_spread":0.27056308176236327,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389898116","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99711394,0.00006593926,0.0014450772,0.000015522945,0.0000067467026,0.000005611287,0.00012327926,0.000039786097,0.001184134],"genre_scores_gemma":[0.9987256,0.000033849894,0.0005755141,0.0000026408866,0.0000016058686,0.0000048766797,0.000071011425,0.0000042149964,0.00058077375],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99971384,0.00003767312,0.000010383502,0.00004866536,0.00014179015,0.00004757263],"domain_scores_gemma":[0.9993375,0.00024639006,0.00008156361,0.00011882055,0.00017396553,0.00004177582],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041371858,0.00032782488,0.00022919224,0.00034541797,0.000378055,0.00015140054,0.00051794294,0.0005558663,0.002319507],"category_scores_gemma":[0.0006629027,0.00018705703,0.00026035367,0.0003139569,0.0005210181,0.00033045092,0.00022177368,0.00029403114,0.00024013245],"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":[0.00051318546,0.00028408685,0.0031622094,0.0000950391,0.00001707067,0.00010469846,0.00017754303,0.024999216,0.96514225,0.00048224872,0.00017985271,0.0048426827],"study_design_scores_gemma":[0.00005520671,0.0014693023,0.024018584,0.000014044528,0.00003332785,0.00016569701,0.00018593429,0.07487847,0.8980108,0.00017458851,0.0009647492,0.000029369767],"about_ca_topic_score_codex":0.0013038918,"about_ca_topic_score_gemma":0.0014818825,"teacher_disagreement_score":0.002319507,"about_ca_system_score_codex":0.00022082732,"about_ca_system_score_gemma":0.00017791352,"threshold_uncertainty_score":0.007759571},"labels":[],"label_agreement":null},{"id":"W4389919404","doi":"10.1016/j.istruc.2023.105693","title":"Explainable machine learning-aided efficient prediction model and software tool for bond strength of concrete with corroded reinforcement","year":2023,"lang":"en","type":"article","venue":"Structures","topic":"Concrete Corrosion and Durability","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 British Columbia, Okanagan Campus; University of British Columbia","funders":"Qatar National Research Fund; Qatar University; Qatar Foundation","keywords":"Serviceability (structure); Reinforcement; Bond strength; Structural engineering; Concrete cover; Bond; Compressive strength; Corrosion; Steel bar; Computer science; Materials science; Composite material; Engineering","score_opus":0.008873281583814516,"score_gpt":0.208989693875047,"score_spread":0.2001164122912325,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4389919404","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":[0.027627306,0.000078282814,0.9618031,0.00008000362,0.00002370362,0.000028612565,0.00031918724,0.009117698,0.0009221173],"genre_scores_gemma":[0.6797341,0.000100831254,0.31557193,0.00006326676,0.000018973458,0.00018374147,0.0009075739,0.00039022192,0.0030294368],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99986064,0.000023733146,0.000009652181,0.00004977934,0.00003920603,0.000016984784],"domain_scores_gemma":[0.9995908,0.00022867376,0.000034141583,0.00004478032,0.00009066403,0.000010891554],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031462536,0.00057342474,0.00041500627,0.00036596681,0.00027788125,0.0005267474,0.0010374542,0.00067436526,0.0053154663],"category_scores_gemma":[0.0012939712,0.0003096785,0.000672521,0.00025253632,0.0002122311,0.0005123575,0.00049488334,0.0007709453,0.0006986361],"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":[0.00012773949,0.000073426214,0.0013861001,0.00007168154,0.00005265432,0.00011132332,0.0000579508,0.87061536,0.006107886,0.004358117,0.0020365764,0.11500112],"study_design_scores_gemma":[0.000002889659,0.0000049081164,0.00006935024,0.0000011649141,0.0000033540425,0.0000047482667,0.0000014928964,0.99829024,0.00089383917,0.000526102,0.00020050073,0.0000013970573],"about_ca_topic_score_codex":0.011990036,"about_ca_topic_score_gemma":0.0141112525,"teacher_disagreement_score":0.011990036,"about_ca_system_score_codex":0.000583358,"about_ca_system_score_gemma":0.00073272537,"threshold_uncertainty_score":0.023840487},"labels":[],"label_agreement":null},{"id":"W4390032372","doi":"10.1016/j.istruc.2023.105744","title":"Fire-resistance design of ultimate and serviceability limit states for Q690 high-strength steel plate girders under patch loading","year":2023,"lang":"en","type":"article","venue":"Structures","topic":"Fire effects on concrete materials","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":"University of Waterloo","funders":"Chongqing Science and Technology Commission; National Natural Science Foundation of China","keywords":"Serviceability (structure); Girder; Structural engineering; Fire resistance; Limit state design; Engineering; Limit (mathematics); Materials science; Forensic engineering; Composite material; Mathematics","score_opus":0.01227113629603826,"score_gpt":0.2256454976749636,"score_spread":0.21337436137892535,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390032372","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.73968875,0.00009834081,0.23916589,0.00006799789,0.000010782988,0.00008487206,0.00005613457,0.00027305717,0.020554109],"genre_scores_gemma":[0.9917143,0.00002186912,0.0070165265,0.0000080433365,0.0000015003282,0.000027320766,0.00002233161,0.000020568448,0.0011674222],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997862,0.00006319291,0.000007754125,0.000033054508,0.00006462594,0.000045282126],"domain_scores_gemma":[0.99950206,0.00021049,0.00009982044,0.00003061795,0.00012809024,0.000028836153],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00083360553,0.0003587438,0.00038253196,0.000579067,0.00031012256,0.0007320909,0.00067503314,0.00052392273,0.0025470522],"category_scores_gemma":[0.0013125775,0.00036432373,0.0004444702,0.00012771046,0.0006089221,0.00044574842,0.0004742194,0.00027054545,0.00033433086],"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":[0.00051422394,0.0001373513,0.0021755958,0.00013538574,0.000026135,0.00018141147,0.0002685958,0.87064195,0.08139905,0.019082863,0.0004049086,0.025032474],"study_design_scores_gemma":[0.00001557364,0.00019516412,0.00078933756,0.000014757851,0.000012685924,0.000021524009,0.00005429134,0.9850151,0.011894711,0.0016387453,0.00033827225,0.000009855387],"about_ca_topic_score_codex":0.0020749972,"about_ca_topic_score_gemma":0.002881777,"teacher_disagreement_score":0.0025470522,"about_ca_system_score_codex":0.00061841245,"about_ca_system_score_gemma":0.00046882947,"threshold_uncertainty_score":0.008520722},"labels":[],"label_agreement":null},{"id":"W4390166020","doi":"10.1016/j.istruc.2023.105770","title":"Performance of 2D-spectral finite element method in dynamic analysis of concrete gravity dams","year":2023,"lang":"en","type":"article","venue":"Structures","topic":"Numerical methods in engineering","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":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Finite element method; Gravity dam; Convergence (economics); Computer science; Computation; Spectral element method; Sensitivity (control systems); Frequency domain; Structural engineering; Extended finite element method; Engineering; Algorithm","score_opus":0.01013780157756697,"score_gpt":0.30480518612843366,"score_spread":0.29466738455086666,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4390166020","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":[0.41791612,0.00041601344,0.5607106,0.0002900527,0.00017363003,0.000070654154,0.0002873926,0.0014922556,0.018643286],"genre_scores_gemma":[0.891357,0.00014739443,0.10432729,0.00007894122,0.000026480988,0.00006764421,0.00027018177,0.00021344276,0.0035116973],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997596,0.00009765972,0.000012947889,0.000030017076,0.00007534742,0.000024352004],"domain_scores_gemma":[0.9991629,0.0004386215,0.000041587235,0.00007009623,0.00024112809,0.000045757915],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005804938,0.0005845148,0.00064540753,0.0006735531,0.00045243552,0.00062719494,0.0009048117,0.0015725625,0.003355749],"category_scores_gemma":[0.0013767554,0.00030930733,0.00049328164,0.0004595481,0.00045463716,0.0008535782,0.0006931369,0.0004413007,0.00061919715],"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":[0.00019338379,0.00020924296,0.002395921,0.0001628781,0.000037535377,0.00010978367,0.00013654736,0.93437827,0.013671871,0.005245494,0.000820493,0.042638563],"study_design_scores_gemma":[0.0000026314763,0.0000111933505,0.0001114504,0.0000030643555,0.0000014260338,0.000007603494,0.000011062807,0.9988865,0.00064230635,0.00019440409,0.00012540557,0.0000029755583],"about_ca_topic_score_codex":0.004759216,"about_ca_topic_score_gemma":0.004671315,"teacher_disagreement_score":0.004759216,"about_ca_system_score_codex":0.0002825659,"about_ca_system_score_gemma":0.0006894088,"threshold_uncertainty_score":0.011226058},"labels":[],"label_agreement":null},{"id":"W4391155316","doi":"10.1016/j.istruc.2024.105871","title":"Experimental investigation of sliding-based isolation system with re-centering functions for seismic protection of masonry structures","year":2024,"lang":"en","type":"article","venue":"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":"Lakehead University","funders":"Ministry of Science and Technology of the People's Republic of China; National Natural Science Foundation of China; Department of Science and Technology of Shandong Province","keywords":"Earthquake shaking table; Masonry; Structural engineering; Acceleration; Isolator; Displacement (psychology); Base isolation; Mechanism (biology); Engineering; Geology; Geotechnical engineering; Physics; Mechanical engineering","score_opus":0.013426494589479233,"score_gpt":0.21886266475808394,"score_spread":0.20543617016860471,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391155316","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9799012,0.00007957534,0.018640025,0.000034756064,0.000039820596,0.00003180338,0.000057341873,0.00017272387,0.0010426939],"genre_scores_gemma":[0.99747294,0.00002412563,0.001878683,0.0000053691897,0.0000035966134,0.000010771123,0.000023550765,0.0000059349836,0.00057490275],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996799,0.000043555643,0.000013375068,0.000062209365,0.00012921219,0.00007183824],"domain_scores_gemma":[0.9994141,0.00015038047,0.000078443096,0.00010532073,0.00018807403,0.00006365846],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033241534,0.0005144145,0.00035736375,0.00029963147,0.00030598216,0.00021667728,0.00080120546,0.00056434923,0.0030242587],"category_scores_gemma":[0.00060148013,0.00017813436,0.00022333268,0.0001595928,0.0004108934,0.00041578003,0.00031988203,0.0002835128,0.00032752714],"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":[0.0011392958,0.0003897856,0.0013198184,0.00022248042,0.000027174166,0.00017295872,0.00022051026,0.007693519,0.9724079,0.00043306328,0.0002616405,0.015711881],"study_design_scores_gemma":[0.00018506408,0.009350727,0.015541474,0.00003390642,0.000118682176,0.00028885808,0.00031662683,0.13678433,0.83505195,0.00028464524,0.0020084092,0.000035392593],"about_ca_topic_score_codex":0.0005661886,"about_ca_topic_score_gemma":0.0006833998,"teacher_disagreement_score":0.0030242587,"about_ca_system_score_codex":0.00018709627,"about_ca_system_score_gemma":0.00025784387,"threshold_uncertainty_score":0.010117114},"labels":[],"label_agreement":null},{"id":"W4391345649","doi":"10.1016/j.istruc.2024.105915","title":"Quantifying near-fault impulsive effect on inelastic displacement ratios of self-centering SDOF systems using spectral-equivalent ground motions","year":2024,"lang":"en","type":"article","venue":"Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":4,"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":"Natural Science Foundation of Chongqing; Canadian Society of Transplantation; Natural Science Foundation Project of Chongqing, Chongqing Science and Technology Commission; National Natural Science Foundation of China","keywords":"Probabilistic logic; Spectral line; Displacement (psychology); Structural engineering; Residual; Log-normal distribution; Mathematics; Physics; Engineering; Statistics; Algorithm","score_opus":0.015678001912391572,"score_gpt":0.27322978560970623,"score_spread":0.2575517836973147,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391345649","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98572147,0.000020277785,0.013225035,0.000008416775,0.000003241093,0.0000048482448,0.000040134968,0.00004460528,0.0009320072],"genre_scores_gemma":[0.99916875,0.000006296988,0.0007188181,0.0000012601424,6.7815245e-7,9.288288e-7,0.000022897895,0.0000031088184,0.0000773461],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998472,0.000025298274,0.00000998421,0.000027107459,0.000059048212,0.00003141409],"domain_scores_gemma":[0.99953973,0.00022093533,0.00007815381,0.000046480644,0.00008241512,0.000032296728],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000289173,0.0003398403,0.00022970418,0.0005647005,0.00019250409,0.00034835792,0.0002474305,0.00030399128,0.0006777682],"category_scores_gemma":[0.001319766,0.00014856228,0.00017284956,0.0003525559,0.0002586019,0.000539403,0.00026955083,0.00015592956,0.00008546785],"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":[0.0007999264,0.00031281254,0.07333924,0.00011439698,0.00009178635,0.0004619579,0.0002548799,0.7521294,0.09208385,0.0020085864,0.00021817653,0.07818502],"study_design_scores_gemma":[0.000006162063,0.00014573423,0.042507384,0.000005737718,0.00002022213,0.000081298094,0.000086758955,0.9448616,0.011887531,0.00025849076,0.000125922,0.000013062417],"about_ca_topic_score_codex":0.0021798583,"about_ca_topic_score_gemma":0.0031808019,"teacher_disagreement_score":0.0021798583,"about_ca_system_score_codex":0.00023890291,"about_ca_system_score_gemma":0.00015735326,"threshold_uncertainty_score":0.0043343306},"labels":[],"label_agreement":null},{"id":"W4391705369","doi":"10.1016/j.istruc.2024.106015","title":"Flexural behavior of RC beams strengthened with CFRP sheets and ECC material","year":2024,"lang":"en","type":"article","venue":"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":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Fundamental Research Funds for the Central Universities; Graduate Research and Innovation Projects of Jiangsu Province; Natural Science Foundation of Jiangsu Province; National Natural Science Foundation of China","keywords":"Flexural strength; Structural engineering; Materials science; Composite material; Reinforced concrete; Engineering","score_opus":0.005684475037928285,"score_gpt":0.2163531329257477,"score_spread":0.2106686578878194,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391705369","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9965753,0.00010493136,0.0006718656,0.000028091548,0.0000059275844,0.0000049248324,0.00014160245,0.000047697373,0.0024196184],"genre_scores_gemma":[0.99834776,0.00003772001,0.00018298859,0.000008529801,0.0000018833185,0.0000030355955,0.0000772793,0.0000061979677,0.0013345799],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999846,0.000019443398,0.0000057762063,0.000025791254,0.000060814677,0.000042302152],"domain_scores_gemma":[0.9994435,0.00024174548,0.00007807953,0.00006647221,0.00010902788,0.000061203085],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025272637,0.00028764884,0.00016795531,0.00075244415,0.0002637707,0.00015766385,0.00045380797,0.0005146428,0.0044000107],"category_scores_gemma":[0.0008947286,0.00018186113,0.00018901956,0.0003772966,0.0005496864,0.00030539228,0.00018996141,0.00032058454,0.000485659],"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":[0.002414134,0.00020772767,0.010213434,0.00017293247,0.000061743944,0.0014812301,0.00061270583,0.09048131,0.87371725,0.0016592559,0.00093166134,0.01804664],"study_design_scores_gemma":[0.000060892053,0.0018048603,0.19100896,0.00008891373,0.000089591435,0.00068191806,0.0008288442,0.29509476,0.5074092,0.0007882114,0.0020515127,0.00009230605],"about_ca_topic_score_codex":0.0023854545,"about_ca_topic_score_gemma":0.0028263342,"teacher_disagreement_score":0.0044000107,"about_ca_system_score_codex":0.0002162952,"about_ca_system_score_gemma":0.0001690422,"threshold_uncertainty_score":0.014719546},"labels":[],"label_agreement":null},{"id":"W4392265527","doi":"10.1016/j.istruc.2024.106086","title":"Seismic performance of rocking braced frames with double base plate connections","year":2024,"lang":"en","type":"article","venue":"Structures","topic":"Structural Load-Bearing 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":"University of Ottawa","funders":"","keywords":"Structural engineering; Braced frame; Base (topology); Geology; Seismic analysis; Engineering; Frame (networking); Mathematics; Telecommunications","score_opus":0.007073264169619014,"score_gpt":0.21206650432513371,"score_spread":0.2049932401555147,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392265527","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99723357,0.000026655007,0.0011918822,0.000008833375,0.0000043880405,0.000002166116,0.00003747608,0.000030718136,0.0014643577],"genre_scores_gemma":[0.99914813,0.000015216317,0.00018270877,0.0000014370834,0.0000013108512,0.0000014698574,0.000035941313,0.0000042656193,0.0006094278],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999869,0.00002580186,0.0000043820114,0.000018343486,0.00004180956,0.000040582],"domain_scores_gemma":[0.9995639,0.00019063376,0.000058638496,0.00003198474,0.00009345782,0.000061429],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024821068,0.00057967415,0.000372267,0.0005144797,0.00030629913,0.00034841703,0.00053402537,0.0005391162,0.0035528215],"category_scores_gemma":[0.00079749746,0.00019929046,0.00017206122,0.0004119445,0.00044749075,0.00028164874,0.0002517363,0.00022409306,0.00045705924],"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":[0.006497265,0.00039915345,0.0222817,0.00022793248,0.000119854456,0.0016579294,0.0007218071,0.5595289,0.36147738,0.0027608913,0.0008773922,0.043449912],"study_design_scores_gemma":[0.0000877514,0.0021742575,0.046732143,0.00002945407,0.00009917152,0.00020826742,0.0005474164,0.8790772,0.0700338,0.00036383673,0.0006093926,0.000037388287],"about_ca_topic_score_codex":0.0042835153,"about_ca_topic_score_gemma":0.0048845825,"teacher_disagreement_score":0.0042835153,"about_ca_system_score_codex":0.00030433142,"about_ca_system_score_gemma":0.0002824587,"threshold_uncertainty_score":0.011885405},"labels":[],"label_agreement":null},{"id":"W4392460068","doi":"10.1016/j.istruc.2024.106144","title":"Quantification of seismic performance factors of mixed concrete/steel buildings using the FEMA P695 methodology","year":2024,"lang":"en","type":"article","venue":"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 British Columbia","funders":"","keywords":"Structural engineering; Forensic engineering; Engineering; Seismic analysis; Civil engineering; Computer science; Construction engineering","score_opus":0.0549878649615778,"score_gpt":0.2963935363250159,"score_spread":0.2414056713634381,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392460068","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5093893,0.0002480507,0.47840363,0.000026845277,0.0000111712425,0.00007116551,0.0005230554,0.0005253823,0.010801448],"genre_scores_gemma":[0.94411784,0.00008082624,0.05421987,0.000004579157,0.000004948007,0.00004680528,0.0002462381,0.00003976201,0.0012391377],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996111,0.00008185138,0.000014657535,0.000050524937,0.00020316472,0.000038795308],"domain_scores_gemma":[0.99966097,0.00015008818,0.00004855537,0.00003289224,0.00009510725,0.000012502703],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005122767,0.00066984695,0.00035347868,0.0013711537,0.00024180733,0.0004807958,0.00033296502,0.00042668328,0.0019894522],"category_scores_gemma":[0.0008924783,0.00026289848,0.0004945278,0.00088561466,0.00024992164,0.0003667521,0.0003349175,0.00023654186,0.00044417605],"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":[0.00025053284,0.0002593219,0.01722649,0.00027380843,0.000113143586,0.00011128232,0.00021005556,0.5307417,0.18055478,0.0046923603,0.0006714432,0.26489508],"study_design_scores_gemma":[0.0000068452396,0.0002823441,0.024813272,0.00002387679,0.000030166515,0.00010387175,0.0000902697,0.93232054,0.04002956,0.000713586,0.0015580459,0.000027553082],"about_ca_topic_score_codex":0.0030754518,"about_ca_topic_score_gemma":0.0045516673,"teacher_disagreement_score":0.0030754518,"about_ca_system_score_codex":0.00037669463,"about_ca_system_score_gemma":0.00045112224,"threshold_uncertainty_score":0.006655395},"labels":[],"label_agreement":null},{"id":"W4392552735","doi":"10.1016/j.istruc.2024.106108","title":"Discontinuum models for the structural and seismic assessment of unreinforced masonry structures: a critical appraisal","year":2024,"lang":"en","type":"article","venue":"Structures","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":48,"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; McGill University","funders":"Università degli Studi di Pavia; Natural Sciences and Engineering Research Council of Canada; McGill University; Carleton University","keywords":"Masonry; Unreinforced masonry building; Geology; Structural engineering; Geotechnical engineering; Seismology; Critical appraisal; Engineering; Forensic engineering; Civil engineering; Medicine","score_opus":0.011857171293569873,"score_gpt":0.29507627432058225,"score_spread":0.28321910302701236,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392552735","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":[0.0071982592,0.7313419,0.23819676,0.008936879,0.0016203515,0.00011793688,0.000118439915,0.00027705694,0.012192419],"genre_scores_gemma":[0.114934504,0.76174104,0.11260224,0.0014268028,0.003116449,0.00021700558,0.00033446704,0.00019859159,0.0054288195],"study_design_codex":"design_other","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9979259,0.0006869473,0.00015409754,0.00012311108,0.0010559111,0.00005412821],"domain_scores_gemma":[0.99168444,0.0044819363,0.00029618872,0.00026778053,0.0030902454,0.00017946416],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.006910776,0.0009741919,0.0013836385,0.0024416603,0.0003791613,0.0017864471,0.0033535871,0.0022445216,0.0019004061],"category_scores_gemma":[0.010886045,0.0006647206,0.00093509577,0.0014238355,0.00204047,0.0028085383,0.0012914945,0.0025974964,0.0011914984],"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":[0.0001673904,0.00014747914,0.0022858663,0.005220251,0.00013981231,0.0004966847,0.0006350247,0.18345995,0.0027690723,0.17816015,0.025043825,0.6014745],"study_design_scores_gemma":[0.000046493442,0.0004517553,0.0022880412,0.0075332136,0.00018126576,0.00077233836,0.00070253474,0.3783434,0.00346268,0.14140701,0.4645569,0.00025444437],"about_ca_topic_score_codex":0.005283271,"about_ca_topic_score_gemma":0.0033947984,"teacher_disagreement_score":0.006910776,"about_ca_system_score_codex":0.0013559168,"about_ca_system_score_gemma":0.0017630376,"threshold_uncertainty_score":0.036548078},"labels":[],"label_agreement":null},{"id":"W4393397557","doi":"10.1016/j.istruc.2024.106307","title":"Probabilistic alternate path analysis of steel moment-resisting frames","year":2024,"lang":"en","type":"article","venue":"Structures","topic":"Structural Response to Dynamic Loads","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":"Toronto Metropolitan University","funders":"University of Western Australia","keywords":"Moment (physics); Probabilistic logic; Path (computing); Path analysis (statistics); Probabilistic analysis of algorithms; Structural engineering; Computer science; Forensic engineering; Econometrics; Mathematics; Statistics; Engineering; Physics; Classical mechanics; Computer network","score_opus":0.0070691290518860046,"score_gpt":0.24310928879778307,"score_spread":0.23604015974589707,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4393397557","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5534288,0.00038787452,0.43950164,0.00010391188,0.00002544249,0.00008594821,0.00036361936,0.00025204165,0.005850685],"genre_scores_gemma":[0.984177,0.00012117398,0.013645698,0.000008839734,0.0000060391194,0.00003810549,0.00017841512,0.000025911448,0.0017989369],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99979013,0.000045840512,0.0000057156967,0.000033925364,0.00007596142,0.000048431684],"domain_scores_gemma":[0.99951947,0.00023865458,0.000096913776,0.000019984474,0.00009177249,0.00003331043],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006642519,0.00049565523,0.0004004398,0.0012053589,0.0002734783,0.00046700964,0.0007007669,0.0006542017,0.0026753407],"category_scores_gemma":[0.0012573962,0.00037630735,0.00063823664,0.0004364896,0.0005981874,0.00046788921,0.00040820963,0.00034377028,0.00017900595],"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":[0.000028841405,0.000008480974,0.0012444342,0.000015044081,0.000008444688,0.000092477254,0.00001931236,0.9906075,0.0010536074,0.004020229,0.00008013893,0.0028214972],"study_design_scores_gemma":[0.0000011584733,0.000012586369,0.00047137687,0.0000022594065,0.0000029801708,0.000015640942,0.000005811101,0.9982639,0.00018652085,0.00092253456,0.000112654845,0.0000026635141],"about_ca_topic_score_codex":0.006012187,"about_ca_topic_score_gemma":0.0044065844,"teacher_disagreement_score":0.006012187,"about_ca_system_score_codex":0.0005617081,"about_ca_system_score_gemma":0.0004631209,"threshold_uncertainty_score":0.011954427},"labels":[],"label_agreement":null},{"id":"W4394632605","doi":"10.1016/j.istruc.2024.106328","title":"Projecting the resiliency of nano-modified cementitious composites with hybrid BFP/PVA fibers in shear key joints","year":2024,"lang":"en","type":"article","venue":"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":"Government of Manitoba; University of Manitoba; Tetra Tech (Canada)","funders":"Natural Sciences and Engineering Research Council of Canada; University of Manitoba","keywords":"Materials science; Composite material; Microfiber; Shear (geology); Rebar; Shear strength (soil); Structural engineering","score_opus":0.008676919027985784,"score_gpt":0.22681759920319947,"score_spread":0.21814068017521368,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4394632605","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99857974,0.00012456939,0.001062735,0.000003611895,0.000003292537,0.000003018165,0.000030104737,0.000017008577,0.00017594226],"genre_scores_gemma":[0.9982362,0.00008503106,0.0013677013,0.0000028800825,9.200584e-7,0.0000051274224,0.000027192207,0.0000058936066,0.0002690735],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999428,0.000005048744,0.0000030914844,0.000014499663,0.000021814723,0.000012732936],"domain_scores_gemma":[0.9999114,0.000016262875,0.000032157746,0.0000058475093,0.000021105177,0.000013115081],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014166076,0.0002601175,0.00009969617,0.00017548536,0.00007872361,0.00012837538,0.0001031091,0.00017069968,0.00037444633],"category_scores_gemma":[0.00011865903,0.00014036523,0.00020210208,0.00009085541,0.00012033448,0.00021886721,0.000098196266,0.00021088889,0.000102770355],"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":[0.000020049947,0.0000069288117,0.00019516086,0.000013514213,0.0000017847278,0.000009717153,0.00000672276,0.00043198574,0.99880064,0.000014812241,0.0000033745343,0.00049532583],"study_design_scores_gemma":[0.0000016152045,0.00020138425,0.002986028,0.0000024230494,0.000011315183,0.000023384397,0.000016016013,0.002593689,0.9938764,0.000010511605,0.00027324597,0.0000039629144],"about_ca_topic_score_codex":0.000661513,"about_ca_topic_score_gemma":0.0020395857,"teacher_disagreement_score":0.000661513,"about_ca_system_score_codex":0.00013843468,"about_ca_system_score_gemma":0.000087914916,"threshold_uncertainty_score":0.0013152957},"labels":[],"label_agreement":null},{"id":"W4394779232","doi":"10.1016/j.istruc.2024.106350","title":"Reinforced ECC-UHPC-SCC composite modular framed shear wall systems under lateral cyclic loading","year":2024,"lang":"en","type":"article","venue":"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":"Toronto Metropolitan University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Shear wall; Materials science; Shear (geology); Structural engineering; Ductility (Earth science); Composite material; Dissipation; Composite number; Bearing capacity; Stiffness; Shear strength (soil); Cracking; Engineering; Geology","score_opus":0.009577358478887485,"score_gpt":0.2313833856304808,"score_spread":0.2218060271515933,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4394779232","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99907947,0.00002081292,0.0004316823,0.0000029574987,0.0000049574714,0.0000028337429,0.00003344008,0.000022292215,0.00040148018],"genre_scores_gemma":[0.99907756,0.000013942678,0.00026294333,0.0000025059976,9.992792e-7,0.0000036020278,0.000036484988,0.000004113951,0.0005978667],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99980575,0.00002156317,0.00000774184,0.00003507148,0.00008242683,0.00004742294],"domain_scores_gemma":[0.99955696,0.00007403789,0.000103856604,0.000049385755,0.00013221092,0.00008347405],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020556552,0.0002702616,0.0002576387,0.0004811163,0.00022889984,0.00022303645,0.00026175895,0.00029889765,0.0022651055],"category_scores_gemma":[0.00043264116,0.00013687662,0.00015978556,0.00034349284,0.00032396606,0.00021390182,0.00027804024,0.00016385733,0.00025281074],"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":[0.0009484522,0.00013099759,0.0025736196,0.000089530986,0.000031977554,0.00028618757,0.00019599035,0.04784219,0.9395215,0.0004965607,0.0003167217,0.0075662187],"study_design_scores_gemma":[0.00005810878,0.0024768654,0.035305683,0.000030030627,0.00008501357,0.00015403632,0.00030201933,0.18070462,0.7791508,0.0002354418,0.0014552592,0.00004210267],"about_ca_topic_score_codex":0.0013841518,"about_ca_topic_score_gemma":0.0031772372,"teacher_disagreement_score":0.0022651055,"about_ca_system_score_codex":0.00023945344,"about_ca_system_score_gemma":0.00025295635,"threshold_uncertainty_score":0.007577479},"labels":[],"label_agreement":null},{"id":"W4394789022","doi":"10.1016/j.istruc.2024.106388","title":"Evaluating and strengthening low-rise reinforced concrete buildings constructed in Nepal","year":2024,"lang":"en","type":"article","venue":"Structures","topic":"Seismic Performance and 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":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Low-rise; Fragility; Structural engineering; Retrofitting; Reinforced concrete; Seismic retrofit; Frame (networking); OpenSees; Dissipation; Engineering; Civil engineering; Computer science","score_opus":0.009057778355174677,"score_gpt":0.264093241544601,"score_spread":0.2550354631894263,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4394789022","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.997554,0.000011660366,0.00041697008,0.000008939204,6.601871e-7,0.000010011892,0.000021984979,0.0000041396415,0.001971641],"genre_scores_gemma":[0.99857426,0.000024917043,0.0006672195,0.000002612119,5.4072746e-7,0.000007422092,0.000035352572,0.0000025851905,0.00068501325],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9995604,0.000116099065,0.000018124405,0.00004923751,0.0001569766,0.00009917844],"domain_scores_gemma":[0.99940705,0.0002494197,0.000068229514,0.00003789134,0.00019047955,0.000046850637],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005970937,0.000493837,0.00037614364,0.00096339727,0.0011157958,0.0011629576,0.00070564635,0.0007994153,0.0011026054],"category_scores_gemma":[0.0015159739,0.00040797662,0.00034325698,0.0008036309,0.00080967916,0.0007402403,0.00063861173,0.0004055595,0.00026929987],"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":[0.0011178309,0.0014126056,0.35523018,0.0006038155,0.00018636562,0.0038345193,0.007829629,0.36558813,0.13501316,0.0062287953,0.0005171859,0.12243783],"study_design_scores_gemma":[0.000071996095,0.0032986226,0.5242251,0.000092365146,0.00030673618,0.000797424,0.013798311,0.3944385,0.058184564,0.0017228631,0.0029795102,0.00008405421],"about_ca_topic_score_codex":0.029917594,"about_ca_topic_score_gemma":0.09810734,"teacher_disagreement_score":0.029917594,"about_ca_system_score_codex":0.0018695483,"about_ca_system_score_gemma":0.0016230913,"threshold_uncertainty_score":0.059486926},"labels":[],"label_agreement":null},{"id":"W4396686866","doi":"10.1016/j.istruc.2024.106525","title":"Improved implementation of concentrated plasticity models in real-time hybrid simulation","year":2024,"lang":"en","type":"article","venue":"Structures","topic":"Hydraulic and Pneumatic Systems","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 Toronto","funders":"Natural Sciences and Engineering Research Council of Canada; China Scholarship Council","keywords":"Plasticity; Computer science; Biological system; Environmental science; Materials science; Composite material; Biology","score_opus":0.01234125557443042,"score_gpt":0.2717142046931844,"score_spread":0.25937294911875397,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396686866","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":[0.071768604,0.00009751811,0.914232,0.00015732614,0.00010173366,0.00006422341,0.0001429512,0.004745798,0.00868983],"genre_scores_gemma":[0.852711,0.00006171014,0.14296483,0.000066934765,0.000017926539,0.00013307683,0.00020518538,0.0005048648,0.0033344931],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996377,0.000107430526,0.000023421333,0.00004241031,0.00014752847,0.000041449177],"domain_scores_gemma":[0.9986259,0.0005634527,0.00007423095,0.00035438949,0.00032322996,0.00005881068],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00062699564,0.0006399875,0.00074848544,0.0003625669,0.0003250724,0.0009848361,0.0021531968,0.0011583301,0.007517416],"category_scores_gemma":[0.0024768962,0.00050086004,0.00050826673,0.0002974802,0.00044336508,0.0010885772,0.0010054264,0.0010094942,0.0012316849],"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":[0.00012106003,0.00008152847,0.00054740504,0.00005019127,0.000023572185,0.00006909584,0.000059642323,0.9690948,0.0051184306,0.004034063,0.0005573907,0.020242877],"study_design_scores_gemma":[0.0000075026037,0.00001088099,0.000032110464,0.0000018439426,0.0000019560478,0.000005815621,0.0000028084582,0.9983127,0.0010722559,0.00026767643,0.00028156268,0.0000028280324],"about_ca_topic_score_codex":0.0049309684,"about_ca_topic_score_gemma":0.0041640545,"teacher_disagreement_score":0.007517416,"about_ca_system_score_codex":0.0004439872,"about_ca_system_score_gemma":0.000779535,"threshold_uncertainty_score":0.025148273},"labels":[],"label_agreement":null},{"id":"W4396841327","doi":"10.1016/j.istruc.2024.106490","title":"An analytical matrix approach for the prediction of the elastic lateral displacements of CLT platform-type lateral load resisting systems","year":2024,"lang":"en","type":"article","venue":"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 Ottawa","funders":"FPInnovations; European Cooperation in Science and Technology","keywords":"Structural engineering; Eurocode; Structural load; Shear wall; Deflection (physics); Cross laminated timber; Shear (geology); Structural system; Matrix (chemical analysis); Engineering; Geology; Materials science; Physics; Classical mechanics","score_opus":0.02242060134947122,"score_gpt":0.2553875939086402,"score_spread":0.23296699255916897,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396841327","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":[0.014344355,0.000114102295,0.9793459,0.000046800033,0.00003102999,0.000046286084,0.0000641136,0.0003172127,0.0056901947],"genre_scores_gemma":[0.6568766,0.0006194882,0.33277842,0.00005800299,0.000047293328,0.00024264517,0.00018561947,0.00022553068,0.008966424],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997694,0.0000338482,0.000009630319,0.00003388072,0.00013727386,0.000015946256],"domain_scores_gemma":[0.9996557,0.00013867914,0.000040838877,0.00003070703,0.00012113679,0.000012856652],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030604342,0.000663747,0.000322222,0.0006826759,0.00041738935,0.00058150134,0.00086906017,0.0005647406,0.0035827188],"category_scores_gemma":[0.0011098254,0.00034276582,0.0004939495,0.0003990706,0.00034626582,0.00084109243,0.00045749644,0.0004984546,0.00106788],"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":[0.000026509802,0.0000553545,0.00079543976,0.00014335944,0.000014596135,0.00018832188,0.00012853391,0.8950347,0.033876758,0.016681261,0.00070196745,0.052353222],"study_design_scores_gemma":[0.0000016240145,0.000013684674,0.000099605844,0.0000053167737,0.0000016072709,0.000023568475,0.000015670475,0.99660313,0.0016029291,0.0007938867,0.00083411403,0.0000048312145],"about_ca_topic_score_codex":0.004705799,"about_ca_topic_score_gemma":0.007322979,"teacher_disagreement_score":0.004705799,"about_ca_system_score_codex":0.0005039323,"about_ca_system_score_gemma":0.0008142828,"threshold_uncertainty_score":0.011985362},"labels":[],"label_agreement":null},{"id":"W4396914400","doi":"10.1016/j.istruc.2024.106544","title":"Test on residual stress of high strength Q960 steel welded H- and box- sections after exposure to high temperature","year":2024,"lang":"en","type":"article","venue":"Structures","topic":"Fire effects on concrete materials","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":"National Research Council Canada","funders":"Fundamental Research Funds for the Central Universities; Natural Science Foundation of Chongqing","keywords":"Residual stress; Welding; Materials science; High strength steel; Residual; Structural engineering; Stress (linguistics); Residual strength; Composite material; Metallurgy; Engineering; Mathematics","score_opus":0.002566608186647885,"score_gpt":0.19364755984570206,"score_spread":0.19108095165905417,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396914400","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986884,0.0000609114,0.0006528165,0.000009444094,0.000011579832,0.000013075325,0.00008691835,0.000026728665,0.00045022537],"genre_scores_gemma":[0.99710876,0.000046312398,0.0004439923,0.0000122577385,0.0000049968953,0.000012102137,0.00019589074,0.000015040282,0.0021607555],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99978834,0.000021749122,0.000014081393,0.000058662008,0.0000673361,0.00004986206],"domain_scores_gemma":[0.9994099,0.00015357982,0.00009647319,0.00006976645,0.00015207152,0.00011819162],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033113055,0.0003808262,0.00027015185,0.000344172,0.00041976833,0.00013537044,0.00047671355,0.0006446283,0.0042499653],"category_scores_gemma":[0.00044569312,0.00029699615,0.00070959295,0.00021201166,0.00045824668,0.00023800622,0.00026270226,0.00045141045,0.00053639035],"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":[0.0012442194,0.0001368826,0.002646027,0.000036362573,0.000024613231,0.00019317941,0.00023472375,0.00024494942,0.9939115,0.000038216032,0.000034342036,0.0012549954],"study_design_scores_gemma":[0.000056940207,0.008187053,0.068080164,0.000010383022,0.00007061498,0.000256159,0.00025595998,0.0010711681,0.92145354,0.000037682697,0.00050271687,0.000017623048],"about_ca_topic_score_codex":0.0025204807,"about_ca_topic_score_gemma":0.00326881,"teacher_disagreement_score":0.0042499653,"about_ca_system_score_codex":0.00018081332,"about_ca_system_score_gemma":0.0002500556,"threshold_uncertainty_score":0.0142175555},"labels":[],"label_agreement":null},{"id":"W4396914450","doi":"10.1016/j.istruc.2024.106575","title":"Dynamic response of RC and CFFT columns under impact loading caused by vehicle collison: Numerical simulation","year":2024,"lang":"en","type":"article","venue":"Structures","topic":"Structural Response to Dynamic Loads","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":"Carleton University","funders":"Mitacs; Carleton University","keywords":"Structural engineering; Dynamic simulation; Materials science; Physics; Computer science; Engineering; Simulation","score_opus":0.006014626895918386,"score_gpt":0.27802186221453723,"score_spread":0.27200723531861887,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396914450","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9886973,0.00008998911,0.0077517,0.000045611738,0.000015508376,0.000031249365,0.00018416028,0.000096363096,0.0030881055],"genre_scores_gemma":[0.99622947,0.00006055069,0.002558032,0.000010443435,0.0000021473531,0.000024336703,0.000090078924,0.000008437526,0.0010164218],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99988973,0.000012036741,0.000005605318,0.000017622224,0.000040626404,0.000034372384],"domain_scores_gemma":[0.99977916,0.00008549646,0.000038283342,0.000022291304,0.000053402306,0.00002134851],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019910034,0.00038540777,0.00042808134,0.00051267946,0.00044977074,0.00040607515,0.00057955534,0.0010791981,0.0018644646],"category_scores_gemma":[0.0005083331,0.0002449896,0.00041476582,0.0003592243,0.0005142846,0.00029594524,0.00033911603,0.00032474162,0.00020076359],"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":[0.00010485714,0.00007813462,0.0043513407,0.000058317502,0.000012018635,0.00022327492,0.00007940148,0.97102237,0.02042848,0.00031276478,0.00014691599,0.0031820864],"study_design_scores_gemma":[0.000007577062,0.0000611384,0.0018227379,0.0000047892095,0.0000055658843,0.000023513436,0.00005061007,0.9943241,0.0034877732,0.000052183004,0.00015240636,0.0000076072547],"about_ca_topic_score_codex":0.015174327,"about_ca_topic_score_gemma":0.009660257,"teacher_disagreement_score":0.015174327,"about_ca_system_score_codex":0.0005127259,"about_ca_system_score_gemma":0.000504379,"threshold_uncertainty_score":0.03017199},"labels":[],"label_agreement":null},{"id":"W4397031265","doi":"10.1016/j.istruc.2024.106569","title":"A piecewise-linear backbone model for unbonded post-tensioned concrete masonry shear walls","year":2024,"lang":"en","type":"article","venue":"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":"McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Masonry; Structural engineering; Shear (geology); Nonlinear system; Unreinforced masonry building; Geotechnical engineering; Shear wall; Piecewise linear function; Materials science; Engineering; Composite material; Mathematics; Geometry; Physics","score_opus":0.012436617041437776,"score_gpt":0.23418059245126072,"score_spread":0.22174397540982294,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4397031265","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":[0.08629771,0.00023962093,0.8938318,0.0001723507,0.00005313645,0.000047744586,0.00047432142,0.00036559373,0.01851758],"genre_scores_gemma":[0.88881844,0.00052718446,0.08512191,0.00006390261,0.000029043302,0.00011480376,0.00058042747,0.00021273829,0.02453149],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999057,0.00002478303,0.000003904512,0.000021200434,0.000029439503,0.00001496584],"domain_scores_gemma":[0.9998734,0.000046497622,0.000017896675,0.0000147943065,0.00003224786,0.000015104237],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017581497,0.00042656923,0.00049148896,0.00037388492,0.00032673188,0.00065702247,0.0016732559,0.0015040819,0.0048825135],"category_scores_gemma":[0.0005717896,0.00054981606,0.000498224,0.0005703839,0.0005308593,0.0006856031,0.00048747432,0.00075810635,0.0010159996],"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":[0.000008678721,0.000012257858,0.000121772006,0.0000144653,0.000003358288,0.000039349685,0.0000158803,0.9902064,0.0010789507,0.0049246443,0.00015354408,0.0034206354],"study_design_scores_gemma":[0.0000017824742,0.0000054911507,0.00004846827,0.00000292084,0.0000023342732,0.0000070781034,0.0000061009905,0.998816,0.00013139719,0.0006880792,0.00028833968,0.0000020856533],"about_ca_topic_score_codex":0.010177048,"about_ca_topic_score_gemma":0.010360572,"teacher_disagreement_score":0.010177048,"about_ca_system_score_codex":0.0005438083,"about_ca_system_score_gemma":0.00089529867,"threshold_uncertainty_score":0.020235598},"labels":[],"label_agreement":null},{"id":"W4399125420","doi":"10.1016/j.istruc.2024.106595","title":"Shake table tests on a rigid block isolated with high-damping unbonded fiber-reinforced elastomeric isolators","year":2024,"lang":"en","type":"article","venue":"Structures","topic":"Structural Engineering and Vibration Analysis","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":"McMaster University; University of Windsor","funders":"","keywords":"Earthquake shaking table; Shake; Elastomer; Structural engineering; Block (permutation group theory); Materials science; Composite material; Engineering; Mechanical engineering; Mathematics; Geometry","score_opus":0.0038107068052233898,"score_gpt":0.2000290301563025,"score_spread":0.1962183233510791,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399125420","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99866915,0.000027562446,0.00085590745,0.0000071173613,0.0000055235396,0.000009482148,0.00003726376,0.000018588371,0.00036953622],"genre_scores_gemma":[0.9984139,0.000030665782,0.00061737426,0.0000073360598,0.000001958798,0.000009450623,0.00006236436,0.0000067904557,0.0008501843],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995777,0.000039997227,0.000025673575,0.00006540477,0.00017657403,0.00011472635],"domain_scores_gemma":[0.9993311,0.00023329906,0.00009357472,0.00006909453,0.0001526225,0.00012039388],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031538037,0.00068332884,0.0004584302,0.00044805926,0.00041948754,0.00019353288,0.0007107466,0.00060719857,0.0028361632],"category_scores_gemma":[0.00071412156,0.00028542485,0.0003287284,0.0002628862,0.0005191878,0.00028880654,0.00049378735,0.00033466695,0.00042168723],"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":[0.0013242537,0.00031539993,0.0026000848,0.00009416357,0.000018907129,0.00047742177,0.00047829974,0.0040946603,0.98394763,0.00008661207,0.00007766211,0.006484885],"study_design_scores_gemma":[0.00012722755,0.016170435,0.066317245,0.00004037201,0.0000799667,0.00031205837,0.00086120964,0.020193728,0.8944598,0.000071430426,0.0013240963,0.000042466352],"about_ca_topic_score_codex":0.0018516928,"about_ca_topic_score_gemma":0.0049755583,"teacher_disagreement_score":0.0028361632,"about_ca_system_score_codex":0.00022917545,"about_ca_system_score_gemma":0.00024810492,"threshold_uncertainty_score":0.009487927},"labels":[],"label_agreement":null},{"id":"W4399316564","doi":"10.1016/j.istruc.2024.106675","title":"Seismic response control of large-span suspend-dome structures using multidimensional isolation systems","year":2024,"lang":"en","type":"article","venue":"Structures","topic":"Seismic Performance and 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":"University of British Columbia","funders":"Beijing University of Civil Engineering and Architecture; Natural Science Foundation of Beijing Municipality; China Scholarship Council","keywords":"Structural engineering; Base isolation; Roof; Isolation (microbiology); Seismic isolation; Pendulum; Substructure; Engineering; Dome (geology); Damper; Vibration isolation; Geology; Computer science; Mechanical engineering; Vibration; Acoustics","score_opus":0.008583751602631284,"score_gpt":0.24873572452803294,"score_spread":0.24015197292540166,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399316564","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.62280935,0.0001472959,0.36807102,0.00015657349,0.000049837516,0.000029300118,0.000020998423,0.0001763414,0.008539264],"genre_scores_gemma":[0.99636334,0.000016761405,0.0029255054,0.000012259748,0.0000061327596,0.000009246416,0.000006525774,0.0000039566403,0.0006563219],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987817,0.00003094236,0.0000056645263,0.000021640133,0.000037171714,0.000026322317],"domain_scores_gemma":[0.99972636,0.00009785626,0.000059051552,0.00001870211,0.000062883075,0.000035202764],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019287578,0.00047790946,0.00031996286,0.0001849127,0.00035584564,0.00048613513,0.00035605585,0.00041910043,0.0009400993],"category_scores_gemma":[0.00046446486,0.0001580418,0.0001671015,0.000114300565,0.00030389277,0.00029900254,0.0006520828,0.0003221704,0.00017512597],"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":[0.0011657396,0.00032360648,0.0017476708,0.000111176836,0.000055028286,0.00021951884,0.0002081971,0.73017544,0.2121778,0.003198496,0.0004615389,0.05015576],"study_design_scores_gemma":[0.000013986312,0.00018448073,0.0004226301,0.000002747033,0.000006451377,0.000009505574,0.000020968027,0.99286425,0.0061108,0.00022335564,0.00013615878,0.000004582562],"about_ca_topic_score_codex":0.0007191138,"about_ca_topic_score_gemma":0.0013311013,"teacher_disagreement_score":0.0009400993,"about_ca_system_score_codex":0.00019335396,"about_ca_system_score_gemma":0.00024265006,"threshold_uncertainty_score":0.0031449199},"labels":[],"label_agreement":null},{"id":"W4399434871","doi":"10.1016/j.istruc.2024.106624","title":"Upgrading seismic safety of masonry building models built using recycled waste fiber-reinforced mortar through uni-axial shake table testing","year":2024,"lang":"en","type":"article","venue":"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":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"Ministry of Education, India; Ministry of Education","keywords":"Earthquake shaking table; Masonry; Mortar; Shake; Structural engineering; Engineering; Civil engineering; Materials science; Geotechnical engineering; Composite material; Mechanical engineering","score_opus":0.02501159422408235,"score_gpt":0.2484938105545161,"score_spread":0.22348221633043375,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399434871","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9977416,0.0000043070886,0.0015372273,0.000004870068,0.00000237261,0.000005941142,0.00007243254,0.0000376139,0.0005937712],"genre_scores_gemma":[0.998858,0.0000057814495,0.00080843084,8.0568384e-7,2.8629955e-7,0.000002797481,0.000064794156,0.000010041122,0.0002491104],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99978966,0.000032564883,0.0000109729335,0.000031465894,0.00009620687,0.000039178012],"domain_scores_gemma":[0.99959177,0.00014064863,0.000040433817,0.00008233292,0.00010488235,0.000039964583],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004211429,0.0005219869,0.00028019174,0.00055982487,0.00037377406,0.00032949206,0.0007580012,0.00055795425,0.0017853607],"category_scores_gemma":[0.0008569681,0.00032836004,0.00047636803,0.00030596176,0.0005060109,0.00036612837,0.00040171092,0.0003107758,0.00024099118],"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":[0.0014580048,0.000604468,0.03445778,0.00008232784,0.000057947625,0.0004594022,0.0008235191,0.74464595,0.18761767,0.0008195093,0.00029771007,0.0286757],"study_design_scores_gemma":[0.000051626415,0.0010569209,0.05592677,0.000019708188,0.000075080825,0.00010042394,0.0005524708,0.8723271,0.06917076,0.00022844056,0.00045308995,0.000037581267],"about_ca_topic_score_codex":0.010719313,"about_ca_topic_score_gemma":0.026791373,"teacher_disagreement_score":0.010719313,"about_ca_system_score_codex":0.0005054973,"about_ca_system_score_gemma":0.0006119772,"threshold_uncertainty_score":0.021313787},"labels":[],"label_agreement":null},{"id":"W4399635263","doi":"10.1016/j.istruc.2024.106712","title":"Flexural behaviour of the segmental precast concrete decks post-tensioned by GFRP rods","year":2024,"lang":"en","type":"article","venue":"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":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"","keywords":"Precast concrete; Flexural strength; Structural engineering; Fibre-reinforced plastic; Rod; Materials science; Prestressed concrete; Forensic engineering; Engineering","score_opus":0.005924683439169056,"score_gpt":0.2230336491830567,"score_spread":0.21710896574388766,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399635263","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99950826,0.000027401673,0.00027697574,0.0000014475811,0.0000011457438,0.0000023005077,0.00002505019,0.000008327354,0.00014901676],"genre_scores_gemma":[0.9987494,0.000021939231,0.00042759298,0.00000284021,4.926014e-7,0.0000024845792,0.0000692138,0.0000038012774,0.0007222303],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99974674,0.000020723655,0.0000146718585,0.000049011574,0.00013199449,0.00003686444],"domain_scores_gemma":[0.9997009,0.00004636306,0.00007379827,0.000040310515,0.0000850071,0.00005366241],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022362352,0.0002858832,0.00018540349,0.00031045952,0.0001617457,0.00015354014,0.0002646145,0.00027698427,0.0012289897],"category_scores_gemma":[0.00035368514,0.00018579495,0.0001694358,0.00016790342,0.00030566903,0.00016334007,0.00022348178,0.00023754446,0.0003167662],"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":[0.00032862157,0.000037108497,0.008437447,0.000045765013,0.000013502643,0.00021051966,0.000149453,0.0039314786,0.9806896,0.00003636834,0.000031283555,0.0060889632],"study_design_scores_gemma":[0.0000110627925,0.0030852552,0.18904008,0.000014697741,0.000032409138,0.00047124783,0.00034614417,0.006982835,0.7986762,0.00002927609,0.0012836406,0.000027256483],"about_ca_topic_score_codex":0.0013477537,"about_ca_topic_score_gemma":0.005226243,"teacher_disagreement_score":0.0013477537,"about_ca_system_score_codex":0.0001856363,"about_ca_system_score_gemma":0.00014337999,"threshold_uncertainty_score":0.0041113496},"labels":[],"label_agreement":null},{"id":"W4399858491","doi":"10.1016/j.istruc.2024.106744","title":"Enhancing energy dissipation in glued-laminated timber assemblies using boundary connections","year":2024,"lang":"en","type":"article","venue":"Structures","topic":"Wood Treatment and Properties","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":"University of Ottawa","funders":"","keywords":"Dissipation; Structural engineering; Boundary (topology); Energy (signal processing); Materials science; Computer science; Engineering; Physics; Mathematics; Mathematical analysis","score_opus":0.011385941197595041,"score_gpt":0.23997850252692676,"score_spread":0.22859256132933173,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399858491","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9856959,0.00015233028,0.013214064,0.000007745256,0.000012444419,0.000010487848,0.000020092883,0.00012466672,0.0007622876],"genre_scores_gemma":[0.99359137,0.000049417937,0.0058952994,0.000007786505,0.0000019039372,0.00001026003,0.000022820559,0.000019643006,0.00040147698],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996766,0.000045526212,0.000018752722,0.00005654968,0.00015464489,0.000047925263],"domain_scores_gemma":[0.9996214,0.000091892034,0.00010142616,0.00005656943,0.000097600874,0.000031123855],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048993813,0.00054350024,0.000286478,0.0008434095,0.00029730948,0.00039199114,0.00052479265,0.0003542526,0.0011530037],"category_scores_gemma":[0.0007804088,0.00029258875,0.00023335003,0.00040482692,0.00048399484,0.00063113694,0.00053831644,0.00028869836,0.00035939593],"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":[0.00010862933,0.00003553711,0.0033411563,0.00009774799,0.000009461215,0.00035910896,0.00023761063,0.0075257006,0.971787,0.00023185463,0.00006643659,0.016199745],"study_design_scores_gemma":[0.000023026832,0.0018291152,0.050420202,0.00007279142,0.000052997206,0.00048802063,0.00044871148,0.051782433,0.8920567,0.0004371448,0.0023321784,0.000056542456],"about_ca_topic_score_codex":0.0002714715,"about_ca_topic_score_gemma":0.0012495338,"teacher_disagreement_score":0.0011530037,"about_ca_system_score_codex":0.00019039917,"about_ca_system_score_gemma":0.00012478037,"threshold_uncertainty_score":0.0038571358},"labels":[],"label_agreement":null},{"id":"W4399934914","doi":"10.1016/j.istruc.2024.106795","title":"Theoretical nonlinear force-displacement constitutive model of triangular-plate steel damper","year":2024,"lang":"en","type":"article","venue":"Structures","topic":"Hydraulic and Pneumatic Systems","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":"National Natural Science Foundation of China","keywords":"Damper; Structural engineering; Nonlinear system; Displacement (psychology); Constitutive equation; Materials science; Mechanics; Engineering; Physics; Finite element method","score_opus":0.009605044251437066,"score_gpt":0.24042869830263142,"score_spread":0.23082365405119434,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4399934914","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":[0.11636944,0.0013611715,0.69042593,0.0018250742,0.00037150978,0.00018225878,0.0006930848,0.00043223813,0.18833928],"genre_scores_gemma":[0.9033127,0.000774723,0.020210698,0.00024683427,0.0000823692,0.00014131443,0.00022741978,0.00010048246,0.074903525],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99984074,0.000030808696,0.0000075402604,0.000035946676,0.0000650479,0.000019872023],"domain_scores_gemma":[0.9998895,0.000025922727,0.000018057,0.000011813758,0.000043748216,0.000011012799],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022455098,0.0005156536,0.0005072486,0.0006836998,0.0007208676,0.0008737839,0.0016970501,0.0022605117,0.005222258],"category_scores_gemma":[0.0004716116,0.00040594395,0.00047901683,0.00052312907,0.0012944562,0.0010045675,0.0005518987,0.0005891529,0.0007066588],"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":[0.000029294457,0.00006381362,0.00049205386,0.00014359652,0.000018109067,0.00030816576,0.0002309615,0.8162666,0.010842207,0.16319871,0.0013944551,0.007011988],"study_design_scores_gemma":[0.000006384094,0.000013794798,0.00024358813,0.000007840141,0.000005266503,0.00007327142,0.00003585251,0.9887178,0.00048781533,0.008743679,0.0016540188,0.000010642587],"about_ca_topic_score_codex":0.008701779,"about_ca_topic_score_gemma":0.0065981243,"teacher_disagreement_score":0.008701779,"about_ca_system_score_codex":0.00086927053,"about_ca_system_score_gemma":0.001123809,"threshold_uncertainty_score":0.017470181},"labels":[],"label_agreement":null},{"id":"W4400269718","doi":"10.1016/j.istruc.2024.106817","title":"Novel enhanced slip-resistant inter-modular connections with cementitious non-shrink grout: Experimental and numerical studies","year":2024,"lang":"en","type":"article","venue":"Structures","topic":"Grouting, Rheology, and Soil Mechanics","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 de Sherbrooke","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada","keywords":"Grout; Cementitious; Modular design; Slip (aerodynamics); Materials science; Structural engineering; Geotechnical engineering; Composite material; Engineering; Computer science; Cement; Aerospace engineering","score_opus":0.010525307465457224,"score_gpt":0.2517436221376083,"score_spread":0.2412183146721511,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400269718","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9945181,0.000116244635,0.0045065293,0.000012364651,0.000025746367,0.000010233798,0.000026419943,0.0001023108,0.00068200665],"genre_scores_gemma":[0.99568,0.000052393534,0.0035013836,0.00000542135,0.000004775709,0.000009867801,0.000025621504,0.000015678283,0.0007048758],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998161,0.000022168551,0.0000060069274,0.00004776608,0.00007503208,0.00003295119],"domain_scores_gemma":[0.99940836,0.000079533085,0.00024111442,0.00008519954,0.000080979626,0.00010470432],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026122568,0.00056254823,0.00031833502,0.0006509592,0.00031862804,0.00041086538,0.00074447936,0.000535354,0.0012462954],"category_scores_gemma":[0.00075468794,0.0002802505,0.0001907433,0.00042232525,0.00057069,0.0006224565,0.000397354,0.00031316976,0.00025078165],"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":[0.00030822962,0.00033426846,0.001684897,0.00018220163,0.000036607657,0.00041980998,0.0002171541,0.018392432,0.9663194,0.0015532473,0.00030946935,0.010242307],"study_design_scores_gemma":[0.0001358983,0.0032738717,0.022022361,0.000057434736,0.00015215142,0.0004373,0.0002533436,0.17655775,0.7924763,0.00065982895,0.0038771222,0.000096499214],"about_ca_topic_score_codex":0.00025943885,"about_ca_topic_score_gemma":0.0009840684,"teacher_disagreement_score":0.0012462954,"about_ca_system_score_codex":0.00017803076,"about_ca_system_score_gemma":0.00017120923,"threshold_uncertainty_score":0.0041692853},"labels":[],"label_agreement":null},{"id":"W4400273115","doi":"10.1016/j.istruc.2024.106855","title":"Probabilistic evaluation of combination rules that account for orthogonal seismic effects in torsionally irregular structural design","year":2024,"lang":"en","type":"article","venue":"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; University of Waterloo","funders":"National Key Research and Development Program of China Stem Cell and Translational Research; National Key Research and Development Program of China; Sichuan University; International S and T Cooperation Program of Sichuan Province","keywords":"Probabilistic logic; Structural engineering; Seismic analysis; Computer science; Engineering; Artificial intelligence","score_opus":0.01899853164931964,"score_gpt":0.26667200590646706,"score_spread":0.24767347425714742,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400273115","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":[0.16574304,0.0003595702,0.8273468,0.00014214544,0.00005331791,0.00008868349,0.00015513993,0.0007455311,0.005365851],"genre_scores_gemma":[0.8712919,0.00010892798,0.12677161,0.0000546174,0.00004176132,0.00008808781,0.00022550674,0.00012223974,0.0012953277],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9982381,0.00063189573,0.00011186698,0.00018291545,0.000676612,0.00015862625],"domain_scores_gemma":[0.9894441,0.008451653,0.0004658394,0.00045509165,0.0010160807,0.00016730459],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0033027504,0.0007993387,0.001219302,0.0011410764,0.00045918967,0.0012850135,0.0011393663,0.0012026591,0.0025852765],"category_scores_gemma":[0.012179942,0.0006912984,0.0009489653,0.00074109616,0.00061445293,0.001334992,0.0007127119,0.00079149875,0.00030829868],"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":[0.00012911942,0.000049047947,0.0012575773,0.00004266825,0.000047773872,0.00007100455,0.000025260002,0.9467487,0.0011755774,0.0033887269,0.00034911968,0.046715505],"study_design_scores_gemma":[0.0000038397634,0.000013728892,0.00010189927,0.0000027579738,0.0000122437295,0.000010130332,0.0000032260405,0.9979838,0.0003284844,0.0014663661,0.00007150594,0.0000020162609],"about_ca_topic_score_codex":0.0023805934,"about_ca_topic_score_gemma":0.004123238,"teacher_disagreement_score":0.0033027504,"about_ca_system_score_codex":0.00054706377,"about_ca_system_score_gemma":0.0010344189,"threshold_uncertainty_score":0.017466843},"labels":[],"label_agreement":null},{"id":"W4400310002","doi":"10.1016/j.istruc.2024.106869","title":"Experiment and analysis of air spring vertical seismic isolation device","year":2024,"lang":"en","type":"article","venue":"Structures","topic":"Vibration Control and Rheological Fluids","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 British Columbia","funders":"China Scholarship Council; Harbin Institute of Technology; Fundamental Research Funds for the Central Universities; Ministry of Education of the People's Republic of China; National Natural Science Foundation of China","keywords":"Spring (device); Seismic isolation; Isolation (microbiology); Structural engineering; Geology; Seismic analysis; Engineering; Seismology; Forensic engineering; Geotechnical engineering; Environmental science","score_opus":0.007278156220831572,"score_gpt":0.23541365356480679,"score_spread":0.2281354973439752,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400310002","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9749942,0.00015073147,0.021346305,0.00011977679,0.00007668567,0.000081279875,0.00015839272,0.00031674936,0.0027558964],"genre_scores_gemma":[0.9951984,0.000044673907,0.002692237,0.000025409483,0.000012609089,0.000029723473,0.00008248768,0.00001345242,0.0019009828],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996176,0.000042429765,0.000016963499,0.000097403194,0.00015295144,0.00007260286],"domain_scores_gemma":[0.9996076,0.00013222569,0.000034509154,0.00006730981,0.00011291358,0.000045324847],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002536202,0.00041689174,0.00029075402,0.00031291458,0.0004945766,0.00022643783,0.00069321983,0.0005850153,0.004107235],"category_scores_gemma":[0.00038707777,0.00023627208,0.0003144104,0.000168404,0.0002997406,0.0005281611,0.0003169115,0.00025728912,0.00043403057],"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":[0.0010234704,0.00031023927,0.0034633218,0.00023436411,0.00003235219,0.00015848856,0.00033412094,0.002241901,0.97354126,0.00058575545,0.00057768566,0.017496897],"study_design_scores_gemma":[0.00030258554,0.0075017493,0.041735776,0.000028911643,0.00018574108,0.00047585688,0.00045351704,0.04983631,0.89308274,0.00032474444,0.006004937,0.00006718941],"about_ca_topic_score_codex":0.0004899164,"about_ca_topic_score_gemma":0.00045657152,"teacher_disagreement_score":0.004107235,"about_ca_system_score_codex":0.0002208366,"about_ca_system_score_gemma":0.000304871,"threshold_uncertainty_score":0.013740063},"labels":[],"label_agreement":null},{"id":"W4400686348","doi":"10.1016/j.istruc.2024.106884","title":"Development and experimental evaluation of cam-grip type compression-free energy dissipative braces","year":2024,"lang":"en","type":"article","venue":"Structures","topic":"Vibration Control and Rheological Fluids","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":"Okanagan University College; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Dissipative system; Compression (physics); Structural engineering; Materials science; Energy (signal processing); Mechanical engineering; Composite material; Engineering; Physics; Thermodynamics","score_opus":0.019455611120305884,"score_gpt":0.2710381479914037,"score_spread":0.25158253687109783,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400686348","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9349081,0.000653322,0.05542536,0.00012221393,0.00015657925,0.00044556765,0.00031558258,0.0005540443,0.0074192625],"genre_scores_gemma":[0.97112995,0.00021720279,0.022103338,0.000024249595,0.0000078773255,0.00020884622,0.00020993793,0.0000704298,0.0060281283],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992053,0.000098734454,0.000035976493,0.00009250607,0.00048058407,0.00008691185],"domain_scores_gemma":[0.9985997,0.00033559403,0.0001470169,0.0002624151,0.00053450896,0.000120714445],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000975865,0.00061161653,0.0005801246,0.0006746398,0.00049936696,0.00059384794,0.001847359,0.0006506859,0.005533469],"category_scores_gemma":[0.0021643292,0.00031121966,0.00021445485,0.00040425154,0.0007519904,0.0009426896,0.0005520554,0.00045880946,0.00077130715],"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":[0.0012615579,0.0011827959,0.0021727555,0.0008613471,0.000029034172,0.00019794176,0.00054767734,0.0072219195,0.9076361,0.004581223,0.0012809199,0.07302666],"study_design_scores_gemma":[0.00027564832,0.00737893,0.010551927,0.00007896567,0.000054366752,0.00027003232,0.00025742178,0.038071148,0.92908305,0.00045025887,0.01346515,0.0000631346],"about_ca_topic_score_codex":0.00052736024,"about_ca_topic_score_gemma":0.0008719462,"teacher_disagreement_score":0.005533469,"about_ca_system_score_codex":0.00039095944,"about_ca_system_score_gemma":0.0007188195,"threshold_uncertainty_score":0.018511236},"labels":[],"label_agreement":null},{"id":"W4401613964","doi":"10.1016/j.istruc.2024.107050","title":"Assessing the compressive strength of eco-friendly concrete made with rice husk ash: A hybrid artificial intelligence-aided technique","year":2024,"lang":"en","type":"article","venue":"Structures","topic":"Concrete and Cement Materials Research","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 Laval","funders":"","keywords":"Husk; Compressive strength; Environmentally friendly; Materials science; Composite material","score_opus":0.020134725974415485,"score_gpt":0.29818883962128034,"score_spread":0.27805411364686483,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401613964","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9535489,0.00014095304,0.04489877,0.000017356919,0.000007444138,0.000021529442,0.000110641646,0.00011957933,0.0011349543],"genre_scores_gemma":[0.9855135,0.00006456279,0.013925628,0.0000039816114,0.0000015638976,0.0000093445215,0.000050323095,0.000005092233,0.00042614777],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99976355,0.00003079821,0.000010855946,0.00004596953,0.00013518814,0.000013713848],"domain_scores_gemma":[0.9997243,0.000097884054,0.00004568257,0.00001857551,0.000099277706,0.00001427187],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003534411,0.00039208418,0.00024036196,0.0008347291,0.00016790775,0.00025465534,0.00029709443,0.00055350433,0.0004363296],"category_scores_gemma":[0.00041077766,0.00020872541,0.0003258096,0.00046893468,0.00022015205,0.0002986894,0.00020756839,0.00027244588,0.00011588132],"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":[0.0002275202,0.0001117433,0.0119571695,0.00012869525,0.000045975576,0.00008717213,0.000078628575,0.032026578,0.91451687,0.00019374522,0.000060479535,0.040565368],"study_design_scores_gemma":[0.000013921024,0.0006338625,0.05551735,0.000010481787,0.00010087531,0.00017760413,0.00014748606,0.37186825,0.5707196,0.00020140986,0.00056700414,0.000042123334],"about_ca_topic_score_codex":0.0012926668,"about_ca_topic_score_gemma":0.0045505418,"teacher_disagreement_score":0.0012926668,"about_ca_system_score_codex":0.00015091035,"about_ca_system_score_gemma":0.00021412752,"threshold_uncertainty_score":0.0025702715},"labels":[],"label_agreement":null},{"id":"W4401636416","doi":"10.1016/j.istruc.2024.107077","title":"Comprehensive evaluation of seismic fragility in base isolated buildings enhanced with supplemental dampers considering pounding phenomenon","year":2024,"lang":"en","type":"article","venue":"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 Ottawa","funders":"","keywords":"Fragility; Structural engineering; Damper; Base (topology); Base isolation; Engineering; Forensic engineering; Geotechnical engineering; Geology; Computer science; Physics; Mechanical engineering; Mathematics","score_opus":0.015004897386274571,"score_gpt":0.2632945778295218,"score_spread":0.24828968044324723,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401636416","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9822352,0.000075226584,0.015851296,0.00001484712,0.0000060140555,0.000009318465,0.00007424736,0.00008644352,0.0016474341],"genre_scores_gemma":[0.99883384,0.000024143965,0.0008531057,0.0000012445263,0.0000013738324,0.0000027523502,0.000036104044,0.0000040974833,0.0002432035],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998621,0.000025405032,0.0000041592148,0.000020899563,0.000053530028,0.000033955836],"domain_scores_gemma":[0.9997428,0.0000942892,0.00003901362,0.000027248576,0.000066377506,0.000030240744],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028849614,0.00075787195,0.00059597794,0.0006659993,0.0002828875,0.00038904825,0.00046546326,0.00060794584,0.0012669258],"category_scores_gemma":[0.00046298007,0.0001750702,0.0005292721,0.00052980613,0.0003327892,0.00050783233,0.00034217487,0.00024365808,0.00015335182],"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":[0.00085329084,0.00025684707,0.012793024,0.00017230399,0.00010573381,0.00077854487,0.00011275955,0.8676104,0.08121002,0.0009658698,0.0002809216,0.034860354],"study_design_scores_gemma":[0.000009570941,0.00044944492,0.01632701,0.000008343594,0.000085227955,0.000081202474,0.000114863404,0.9700257,0.012482915,0.00021846463,0.00018141691,0.000015821495],"about_ca_topic_score_codex":0.0022499005,"about_ca_topic_score_gemma":0.0025490653,"teacher_disagreement_score":0.0022499005,"about_ca_system_score_codex":0.00024157205,"about_ca_system_score_gemma":0.0002805205,"threshold_uncertainty_score":0.0044736266},"labels":[],"label_agreement":null},{"id":"W4401857964","doi":"10.1016/j.istruc.2024.107089","title":"Enhancing seismic resilience of non-ductile RC frames with a novel buckling restrained brace system: A nonlinear analysis approach","year":2024,"lang":"en","type":"article","venue":"Structures","topic":"Seismic Performance and Analysis","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":"York University; University of Ottawa","funders":"","keywords":"Structural engineering; Brace; Buckling; Resilience (materials science); Nonlinear system; Computer science; Materials science; Engineering; Composite material; Physics","score_opus":0.00438366237332791,"score_gpt":0.21429857508825187,"score_spread":0.20991491271492396,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401857964","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":[0.37004092,0.00041023953,0.60013175,0.00019104949,0.00007919102,0.000076890465,0.000060029073,0.00041439084,0.0285955],"genre_scores_gemma":[0.9823652,0.00013779462,0.012507625,0.0000216895,0.000012298918,0.000023204018,0.000020668613,0.00002646073,0.004885034],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99993193,0.000013450387,0.000002318408,0.000010737306,0.000028360539,0.000013256971],"domain_scores_gemma":[0.9999001,0.00002349263,0.000022039081,0.000017276845,0.000026845088,0.000010241054],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013896145,0.0004545542,0.00039099524,0.0003547712,0.0002835285,0.0004449041,0.0005902526,0.0004583238,0.0028636914],"category_scores_gemma":[0.00030291072,0.00016201816,0.00023563427,0.00015704105,0.00035973336,0.0004267362,0.0003418488,0.00030552046,0.00033939595],"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":[0.00019068578,0.00014444817,0.00081618625,0.00015174087,0.000035432662,0.00023875307,0.00012512982,0.7513869,0.18153521,0.017785372,0.00058194075,0.0470083],"study_design_scores_gemma":[0.0000022251506,0.000046398836,0.0002159495,0.0000039041884,0.000005090055,0.000014450383,0.0000128738675,0.9956494,0.003380223,0.00030985984,0.00035544156,0.0000042820034],"about_ca_topic_score_codex":0.0021590989,"about_ca_topic_score_gemma":0.0035803483,"teacher_disagreement_score":0.0028636914,"about_ca_system_score_codex":0.0002819443,"about_ca_system_score_gemma":0.0003549165,"threshold_uncertainty_score":0.009580076},"labels":[],"label_agreement":null},{"id":"W4401988909","doi":"10.1016/j.istruc.2024.107182","title":"Experimental study on the fatigue behavior of CFRP-strengthened cracked steel plates under eccentric axial tension","year":2024,"lang":"en","type":"article","venue":"Structures","topic":"Structural Behavior of Reinforced Concrete","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":"Concordia University","funders":"","keywords":"Eccentric; Materials science; Tension (geology); Structural engineering; Composite material; Engineering; Compression (physics)","score_opus":0.02857906135406955,"score_gpt":0.2822121101745234,"score_spread":0.25363304882045384,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4401988909","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99725795,0.00006858761,0.002258655,0.0000055338805,0.0000051115253,0.000021283993,0.00004921262,0.000017880597,0.0003157347],"genre_scores_gemma":[0.9947312,0.00008997348,0.0041327337,0.000008784377,0.000005139592,0.00002794469,0.00014153546,0.000007985516,0.0008547798],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99977094,0.00002977899,0.000015969003,0.00004831865,0.00009799043,0.00003702374],"domain_scores_gemma":[0.99917847,0.00021500138,0.000110965244,0.0001338292,0.00030647664,0.000055212025],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041313746,0.0005122381,0.00025773278,0.00029740503,0.00032619684,0.0000663388,0.0003396892,0.0005316295,0.0018577592],"category_scores_gemma":[0.0005600316,0.00019657286,0.00020097964,0.0001305418,0.00044183648,0.0003282821,0.00020935744,0.0003257301,0.0002752227],"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":[0.00013341193,0.00014120177,0.0012003834,0.00007861221,0.0000073767933,0.00010623945,0.00015750695,0.0006771674,0.9949238,0.000030473982,0.000027758548,0.0025161763],"study_design_scores_gemma":[0.000030895026,0.008771858,0.028971503,0.000019643767,0.000042028132,0.000512827,0.0002940523,0.0036734864,0.9565693,0.000039690472,0.0010507946,0.000023872322],"about_ca_topic_score_codex":0.0006054008,"about_ca_topic_score_gemma":0.0014420857,"teacher_disagreement_score":0.0018577592,"about_ca_system_score_codex":0.000088608525,"about_ca_system_score_gemma":0.000116478775,"threshold_uncertainty_score":0.0062147975},"labels":[],"label_agreement":null},{"id":"W4402526595","doi":"10.1016/j.istruc.2024.107282","title":"Experimental investigation of heat-damaged reinforced concrete columns strengthened with different schemes","year":2024,"lang":"en","type":"article","venue":"Structures","topic":"Fire effects on concrete 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","funders":"King Saud University","keywords":"Materials science; Structural engineering; Reinforced concrete; Composite material; Geotechnical engineering; Forensic engineering; Engineering","score_opus":0.006157664048209897,"score_gpt":0.20914788210970728,"score_spread":0.2029902180614974,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402526595","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991365,0.000021504391,0.00041530316,0.000004225897,0.0000064275273,0.000009664379,0.00005226527,0.000013557762,0.00034054468],"genre_scores_gemma":[0.9989091,0.000031375104,0.00033354934,0.0000034551786,0.0000026231469,0.000006674706,0.00003904337,0.0000064464116,0.00066773675],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997451,0.000031304662,0.000011554735,0.000051785864,0.000086469896,0.00007379788],"domain_scores_gemma":[0.9992549,0.00025597736,0.00009729508,0.00012463209,0.00016849604,0.00009860037],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003951071,0.0005206145,0.0004190449,0.00043014437,0.00061831845,0.00015474521,0.0005089544,0.0007436253,0.0031572718],"category_scores_gemma":[0.0006909707,0.00034050757,0.00038266162,0.0002859868,0.0010216521,0.0003518731,0.000317339,0.0005249442,0.00024047957],"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":[0.003044182,0.0008954057,0.003110016,0.00014605817,0.00003984058,0.00034222743,0.00030532837,0.00908085,0.97966206,0.00025461632,0.00009376141,0.0030255946],"study_design_scores_gemma":[0.000110883855,0.0065206615,0.022641046,0.000016802875,0.000091389935,0.0002454945,0.00032455995,0.013645863,0.95572656,0.00010674687,0.00054583576,0.000024192193],"about_ca_topic_score_codex":0.0013635904,"about_ca_topic_score_gemma":0.0024867402,"teacher_disagreement_score":0.0031572718,"about_ca_system_score_codex":0.0002171809,"about_ca_system_score_gemma":0.00023024269,"threshold_uncertainty_score":0.010562062},"labels":[],"label_agreement":null},{"id":"W4402536789","doi":"10.1016/j.istruc.2024.107200","title":"Hybrid simulation testing of two-storey low-aspect-ratio nuclear RC shear walls with normal- and high-strength reinforcement: Seismic performance evaluation and economic assessment","year":2024,"lang":"en","type":"article","venue":"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":false,"ca_institutions":"McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Reinforcement; Structural engineering; Shear (geology); Seismic analysis; Shear strength (soil); Aspect ratio (aeronautics); Materials science; Engineering; Geotechnical engineering; Geology; Composite material","score_opus":0.007660417865040891,"score_gpt":0.23973379730647837,"score_spread":0.23207337944143747,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402536789","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99560684,0.000026089992,0.0036577,0.0000095886035,0.00000666571,0.00001806903,0.00007124147,0.000032257423,0.00057152385],"genre_scores_gemma":[0.9954248,0.00003809088,0.003877424,0.00000463227,0.0000013010758,0.000032584587,0.000059801707,0.0000066723833,0.00055468647],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99960655,0.000078337376,0.000028846816,0.000056848512,0.00016586792,0.00006355448],"domain_scores_gemma":[0.9994036,0.0002156744,0.00012807871,0.00008707761,0.00010740311,0.000058082587],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007095321,0.00071264495,0.00051280385,0.0005145928,0.00017033954,0.00039960965,0.0007189103,0.0007122817,0.0011047565],"category_scores_gemma":[0.00063306146,0.00024929145,0.00049446605,0.0003833965,0.0004979045,0.00036704855,0.0005162179,0.0003303243,0.0001812324],"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":[0.00126845,0.00071420986,0.015115163,0.00031015015,0.00006918574,0.0011149254,0.00030779644,0.4753871,0.48069543,0.0011591312,0.00030841128,0.023550116],"study_design_scores_gemma":[0.00009406549,0.0049286066,0.017080612,0.000033826487,0.00007716938,0.000251377,0.0004124893,0.625838,0.3495753,0.0003125858,0.0013344334,0.00006167454],"about_ca_topic_score_codex":0.00086808315,"about_ca_topic_score_gemma":0.0016581354,"teacher_disagreement_score":0.0011047565,"about_ca_system_score_codex":0.00035033672,"about_ca_system_score_gemma":0.00031270046,"threshold_uncertainty_score":0.0037524104},"labels":[],"label_agreement":null},{"id":"W4402659690","doi":"10.1016/j.istruc.2024.107262","title":"Determination of mechanical properties of headed shear connectors in composite steel beams with precast concrete hollow core slabs: Experimental study","year":2024,"lang":"en","type":"article","venue":"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":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada; Fonds de recherche du Québec; Université de Sherbrooke","keywords":"Precast concrete; Structural engineering; Composite number; Materials science; Shear (geology); Core (optical fiber); Composite material; Engineering","score_opus":0.02078937418295769,"score_gpt":0.2498689763393884,"score_spread":0.2290796021564307,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402659690","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998145,0.00013835446,0.0013935576,0.0000027349415,0.0000029404916,0.000019435121,0.000098665434,0.00001606222,0.00018329913],"genre_scores_gemma":[0.9953957,0.000163131,0.0037189114,0.000008092148,0.000002626765,0.000024676072,0.00017504825,0.00000961699,0.0005021835],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99955636,0.000060292765,0.000026583128,0.00007997951,0.00021675577,0.000060045335],"domain_scores_gemma":[0.9992982,0.000121369325,0.00017084116,0.000066835404,0.0002556764,0.00008705465],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00068689475,0.0009222039,0.0003312638,0.0005002958,0.00027600207,0.00015976134,0.0003510552,0.0005000512,0.0010284804],"category_scores_gemma":[0.00052140193,0.00042145213,0.0003080877,0.00042278165,0.0004606002,0.00024281879,0.00029517402,0.00035327842,0.00032653072],"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":[0.00007780458,0.00005511696,0.003198644,0.00005111223,0.0000062932613,0.00005989792,0.000084868334,0.0007241283,0.99416083,0.00001810615,0.00001684339,0.0015463346],"study_design_scores_gemma":[0.000017993452,0.003094885,0.09367276,0.000018940278,0.000052773943,0.00015191991,0.000290893,0.004947742,0.8969143,0.000028310724,0.0007836663,0.000025811129],"about_ca_topic_score_codex":0.0011708345,"about_ca_topic_score_gemma":0.0038279076,"teacher_disagreement_score":0.0011708345,"about_ca_system_score_codex":0.00021535068,"about_ca_system_score_gemma":0.00032359103,"threshold_uncertainty_score":0.0036327243},"labels":[],"label_agreement":null},{"id":"W4402896605","doi":"10.1016/j.istruc.2024.107320","title":"Mechanics guided data-driven model for seismic shear strength of exterior beam-column joints","year":2024,"lang":"en","type":"article","venue":"Structures","topic":"Structural Health Monitoring Techniques","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":"","keywords":"Structural engineering; Shear (geology); Beam (structure); Column (typography); Geology; Mechanics; Materials science; Physics; Engineering","score_opus":0.050797362587508374,"score_gpt":0.3316747862363735,"score_spread":0.2808774236488651,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402896605","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":[0.055896677,0.00017019927,0.9361413,0.00020951066,0.000065193446,0.00006249904,0.0005669485,0.00082637137,0.006061288],"genre_scores_gemma":[0.9435978,0.00017010613,0.045112085,0.00011250214,0.000023230592,0.00024281279,0.00055816676,0.00020417292,0.00997907],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999163,0.00001459627,0.0000037573868,0.0000252289,0.00002878133,0.000011277478],"domain_scores_gemma":[0.9997664,0.000080512786,0.00003400304,0.000022358938,0.00007933519,0.000017359884],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021309653,0.00056692865,0.00056706107,0.00032633496,0.00030525026,0.0006462966,0.0011961386,0.0014171407,0.0028601764],"category_scores_gemma":[0.00078412774,0.0005438526,0.00062512676,0.00028359256,0.00046553268,0.0006139413,0.00053891685,0.0008063187,0.0006004053],"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":[0.000008441756,0.000010095716,0.00021457479,0.000012810615,0.000005850502,0.000016322487,0.000011471409,0.995968,0.00083167705,0.000817858,0.0001363391,0.0019666252],"study_design_scores_gemma":[0.0000010675361,0.0000016455796,0.00003710591,9.139362e-7,8.750348e-7,0.0000016900228,0.0000011723406,0.99960834,0.00010731412,0.00015325271,0.00008564473,9.444615e-7],"about_ca_topic_score_codex":0.017565845,"about_ca_topic_score_gemma":0.015966611,"teacher_disagreement_score":0.017565845,"about_ca_system_score_codex":0.00062796654,"about_ca_system_score_gemma":0.0010390383,"threshold_uncertainty_score":0.03492719},"labels":[],"label_agreement":null},{"id":"W4402945714","doi":"10.1016/j.istruc.2024.107339","title":"The impact of variability in rubber mechanical properties on the seismic response of scrap tire pad base isolation systems","year":2024,"lang":"en","type":"article","venue":"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 Windsor","funders":"University of Windsor","keywords":"Scrap; Base isolation; Isolation (microbiology); Natural rubber; Base (topology); Structural engineering; Seismic isolation; Materials science; Composite material; Engineering; Mechanical engineering; Metallurgy; Mathematics; Bioinformatics; Biology","score_opus":0.012156599642361918,"score_gpt":0.23791346771033903,"score_spread":0.22575686806797712,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402945714","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99649495,0.000042559903,0.0027691487,0.000011399766,0.000004800737,0.000006509256,0.000047458725,0.000025518839,0.0005975902],"genre_scores_gemma":[0.99971396,0.000009493074,0.00019067584,0.000001859282,6.799255e-7,0.0000023241867,0.000019726951,0.0000029140797,0.000058401998],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994294,0.00012940743,0.00003398111,0.0000904055,0.0001869831,0.00012989818],"domain_scores_gemma":[0.9985409,0.0008405525,0.00022498578,0.00016319557,0.00017246591,0.000057936675],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006524433,0.00043452694,0.000329207,0.00037016018,0.0002745816,0.0004752446,0.0003568468,0.0005080483,0.0008526398],"category_scores_gemma":[0.0018273533,0.00020232148,0.0003258683,0.0002488431,0.0003784313,0.00040147203,0.00042619772,0.00035222835,0.00022129607],"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":[0.0017764056,0.0003303005,0.048727915,0.00030203833,0.00013392967,0.0014105574,0.0004114188,0.46211475,0.45308143,0.00034520467,0.00028465647,0.0310813],"study_design_scores_gemma":[0.00006070654,0.005743994,0.22972354,0.000040615945,0.00017336734,0.00093543937,0.0013818049,0.5059661,0.2540517,0.0003906217,0.001414836,0.000117312244],"about_ca_topic_score_codex":0.00073932734,"about_ca_topic_score_gemma":0.0012135514,"teacher_disagreement_score":0.0008526398,"about_ca_system_score_codex":0.00027515632,"about_ca_system_score_gemma":0.00015543656,"threshold_uncertainty_score":0.003450513},"labels":[],"label_agreement":null},{"id":"W4402993686","doi":"10.1016/j.istruc.2024.107378","title":"Parametric optimization of SIP connection geometry in CFS-MRF structures: A finite element study","year":2024,"lang":"en","type":"article","venue":"Structures","topic":"Structural Load-Bearing 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":"Concordia University","funders":"Fonds de recherche du Québec – Nature et technologies; Fonds de recherche du Québec","keywords":"Connection (principal bundle); Finite element method; Parametric statistics; Structural engineering; Geometry; Materials science; Computer science; Acoustics; Physics; Engineering; Mathematics","score_opus":0.009418456250362115,"score_gpt":0.24642026432501898,"score_spread":0.23700180807465687,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402993686","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.81379163,0.00034733058,0.16862167,0.00015988715,0.000028520573,0.0001452008,0.0002909753,0.00015765442,0.016457126],"genre_scores_gemma":[0.968509,0.0001260442,0.02969516,0.000011892491,0.0000053580457,0.00008604046,0.0001047873,0.00002376019,0.0014380239],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998331,0.00004693918,0.000006231418,0.000022778737,0.00005408977,0.000036833677],"domain_scores_gemma":[0.99966455,0.00017935262,0.00006385696,0.000028078915,0.00004361483,0.0000204895],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005091708,0.0005143459,0.0004447692,0.0007094192,0.00026061968,0.00047790393,0.0005878102,0.0011423326,0.0017775606],"category_scores_gemma":[0.0010963745,0.0003120554,0.00051179744,0.0004039894,0.00043386614,0.00027831073,0.0003914717,0.0002804435,0.00020274169],"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":[0.00003207418,0.00003900496,0.0011873842,0.000042845433,0.0000082644765,0.00008571355,0.000033583452,0.98850095,0.003479445,0.0007946899,0.00013678215,0.0056592827],"study_design_scores_gemma":[0.0000045477505,0.00007095544,0.00057248084,0.000008341594,0.000006552827,0.000031477215,0.00003624543,0.99767643,0.00097209273,0.00013473222,0.00048078134,0.0000052835885],"about_ca_topic_score_codex":0.0025282358,"about_ca_topic_score_gemma":0.00269159,"teacher_disagreement_score":0.0025282358,"about_ca_system_score_codex":0.0003818885,"about_ca_system_score_gemma":0.0004940216,"threshold_uncertainty_score":0.005946517},"labels":[],"label_agreement":null},{"id":"W4403040695","doi":"10.1016/j.istruc.2024.107327","title":"Advances and applications of the strut-and-tie method in reinforced concrete design: A state-of-the-art review","year":2024,"lang":"en","type":"review","venue":"Structures","topic":"Structural Behavior of Reinforced Concrete","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":"Toronto Metropolitan University","funders":"Toronto Metropolitan University","keywords":"State (computer science); Structural engineering; Reinforced concrete; Engineering; Forensic engineering; Computer science; Algorithm","score_opus":0.021122322367830678,"score_gpt":0.3216380198496313,"score_spread":0.3005156974818006,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403040695","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":[0.0017512349,0.97217846,0.01898045,0.00037524392,0.00038680225,0.000026720758,0.00008106734,0.00008059226,0.0061393976],"genre_scores_gemma":[0.00923341,0.9757673,0.013158186,0.00013888751,0.0003864928,0.000027937087,0.000108505395,0.000036950212,0.0011423561],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9990006,0.00015239984,0.00015294307,0.00022488186,0.0004219605,0.000047233516],"domain_scores_gemma":[0.99771166,0.0014377818,0.00025674215,0.00008702484,0.0004505325,0.00005626387],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0018069528,0.0016820319,0.0017215047,0.0037558917,0.0004942397,0.0018886764,0.0015252706,0.0016947299,0.005344546],"category_scores_gemma":[0.003065038,0.0011229069,0.0016519058,0.005061386,0.00096194627,0.0024155728,0.0009421203,0.0013947577,0.00236119],"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":[0.000057093734,0.00012514046,0.0011962978,0.037497953,0.00018147675,0.0003033433,0.0003619999,0.015167369,0.0055928077,0.02266784,0.01095415,0.9058946],"study_design_scores_gemma":[0.00001682536,0.0002921811,0.0020751497,0.009703828,0.0004982582,0.0014070575,0.0003645019,0.011988384,0.0069127935,0.011547745,0.9550088,0.00018442608],"about_ca_topic_score_codex":0.0022897534,"about_ca_topic_score_gemma":0.0023284866,"teacher_disagreement_score":0.005344546,"about_ca_system_score_codex":0.0007861677,"about_ca_system_score_gemma":0.0024924988,"threshold_uncertainty_score":0.017879248},"labels":[],"label_agreement":null},{"id":"W4403362423","doi":"10.1016/j.istruc.2024.107527","title":"Structural performance of aluminum foam-filled multi-cell steel tubes under axial impact","year":2024,"lang":"en","type":"article","venue":"Structures","topic":"Cellular and Composite Structures","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":"Okanagan University College; British Columbia Institute of Technology","funders":"","keywords":"Metal foam; Materials science; Aluminium; Composite material; Structural engineering; Engineering","score_opus":0.008352477797806573,"score_gpt":0.23199332276074036,"score_spread":0.2236408449629338,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403362423","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99927217,0.000033420063,0.00025077554,0.0000074989007,0.0000055638943,0.0000019075521,0.000033917746,0.000015156577,0.0003794929],"genre_scores_gemma":[0.9993617,0.000019152565,0.00012706006,0.0000027443716,9.451167e-7,0.0000013686474,0.000036639285,0.0000029909463,0.00044745367],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99972075,0.000034464254,0.000012967552,0.000038756072,0.00012020478,0.000072740164],"domain_scores_gemma":[0.9994048,0.00017463251,0.000088114415,0.00004508077,0.00018950649,0.00009783094],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029602143,0.00042061572,0.00032550876,0.000569521,0.00048155355,0.00033384323,0.0004614125,0.0007034956,0.0024132046],"category_scores_gemma":[0.0008395584,0.00023786217,0.00025726802,0.00033784367,0.0006316728,0.00034504212,0.00032996328,0.00024700715,0.0002723802],"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":[0.0025280372,0.0001426899,0.004206969,0.000095664356,0.000021467398,0.00044005815,0.0003595888,0.029535515,0.95236003,0.00032150393,0.00021492115,0.009773603],"study_design_scores_gemma":[0.000040783463,0.002905956,0.026208874,0.000025311776,0.000057775247,0.00022493242,0.0006378165,0.06963357,0.8994609,0.0001237784,0.0006387673,0.000041535484],"about_ca_topic_score_codex":0.0013987215,"about_ca_topic_score_gemma":0.001516301,"teacher_disagreement_score":0.0024132046,"about_ca_system_score_codex":0.00028197464,"about_ca_system_score_gemma":0.00026593957,"threshold_uncertainty_score":0.008073032},"labels":[],"label_agreement":null},{"id":"W4403362500","doi":"10.1016/j.istruc.2024.107438","title":"Torsional behavior of GFRP-RC pontoon decks with an edge cutout and diagonal reinforcements","year":2024,"lang":"en","type":"article","venue":"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":"Université de Sherbrooke","funders":"","keywords":"Diagonal; Fibre-reinforced plastic; Structural engineering; Enhanced Data Rates for GSM Evolution; Reinforcement; Materials science; Reinforced concrete; Composite material; Engineering; Mathematics; Geometry","score_opus":0.008420353678846276,"score_gpt":0.24080728020851722,"score_spread":0.23238692652967094,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403362500","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99880564,0.000033070784,0.0007119849,0.00000496928,0.0000050857598,0.000006078261,0.000072750205,0.00002353166,0.0003368425],"genre_scores_gemma":[0.9984798,0.00001969251,0.0006784221,0.0000024690341,7.1217454e-7,0.0000045946927,0.00007468574,0.000006315142,0.0007333187],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997136,0.000024431647,0.00001628514,0.00006380288,0.00013358175,0.000048215992],"domain_scores_gemma":[0.9995383,0.000093471026,0.000088031265,0.00006827448,0.00015764024,0.000054254873],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030357193,0.00044553875,0.0002491779,0.0003881305,0.00018008534,0.00016582677,0.0004905568,0.0003661209,0.0019669188],"category_scores_gemma":[0.000626716,0.00023142414,0.0001601712,0.00027188333,0.00036609135,0.000251069,0.00019964707,0.0003070825,0.0002417006],"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":[0.0012974,0.000154662,0.009526042,0.00018332023,0.000029493587,0.00032886743,0.00019021846,0.034348864,0.9327603,0.00029157777,0.00022974767,0.020659473],"study_design_scores_gemma":[0.000044065524,0.0024278595,0.07669262,0.000028199378,0.000042392236,0.00024194841,0.00030473416,0.061446045,0.8571566,0.00010600661,0.0014618997,0.00004769661],"about_ca_topic_score_codex":0.0010673119,"about_ca_topic_score_gemma":0.003423859,"teacher_disagreement_score":0.0019669188,"about_ca_system_score_codex":0.00026667843,"about_ca_system_score_gemma":0.00016197984,"threshold_uncertainty_score":0.006579995},"labels":[],"label_agreement":null},{"id":"W4403484516","doi":"10.1016/j.istruc.2024.107520","title":"Numerical investigation on the structural performance of post-tensioned precast concrete two-way slab-column connections","year":2024,"lang":"en","type":"article","venue":"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":"University of Waterloo","funders":"China Scholarship Council; Mitacs","keywords":"Precast concrete; Slab; Structural engineering; Column (typography); Materials science; Engineering; Connection (principal bundle)","score_opus":0.015429044101824505,"score_gpt":0.23085388618653693,"score_spread":0.21542484208471244,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403484516","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9962625,0.000024817831,0.0025011217,0.000012183032,0.0000033634883,0.000007771721,0.00005530933,0.000039467,0.0010935375],"genre_scores_gemma":[0.99806315,0.0000201514,0.0014080844,0.0000021212031,5.9669566e-7,0.000006614606,0.000037043425,0.000004315274,0.00045800145],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998596,0.000021586551,0.000008913188,0.000024643448,0.000051415707,0.000033925648],"domain_scores_gemma":[0.99950564,0.00022696488,0.0000867149,0.000058137844,0.0000867412,0.00003574797],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032725872,0.0004780894,0.00037607242,0.0005028781,0.0003380861,0.00029627414,0.0006646335,0.00081178505,0.0018331391],"category_scores_gemma":[0.0009012595,0.00024425585,0.00035716486,0.00037842858,0.0006543279,0.00029364848,0.0003391556,0.00025810482,0.00018701279],"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":[0.00017105491,0.00008265138,0.005666192,0.000100263154,0.000022104918,0.00018288617,0.00015137812,0.89524513,0.09224283,0.0004480846,0.00008463973,0.005602685],"study_design_scores_gemma":[0.000011497324,0.0002525721,0.0046713436,0.0000089852365,0.000015155698,0.00004314337,0.000070920796,0.9780326,0.016644921,0.000085917345,0.0001526703,0.000010347499],"about_ca_topic_score_codex":0.004901301,"about_ca_topic_score_gemma":0.0069973683,"teacher_disagreement_score":0.004901301,"about_ca_system_score_codex":0.0003801008,"about_ca_system_score_gemma":0.00041873357,"threshold_uncertainty_score":0.009745538},"labels":[],"label_agreement":null},{"id":"W4403579910","doi":"10.1016/j.istruc.2024.107448","title":"Optimal replicator dynamic controller for semi active control of long span cable stayed bridge with considering special variability of seismic excitations","year":2024,"lang":"en","type":"article","venue":"Structures","topic":"Vibration and Dynamic 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":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Bridge (graph theory); Structural engineering; Span (engineering); Controller (irrigation); Control theory (sociology); Engineering; Control (management); Computer science; Biology","score_opus":0.005166615779710546,"score_gpt":0.2307454620168273,"score_spread":0.22557884623711674,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403579910","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":[0.14171307,0.00047022218,0.8509056,0.00014451382,0.00017562835,0.000041353585,0.000029668983,0.00023221446,0.0062877266],"genre_scores_gemma":[0.9916636,0.00006911665,0.0068917815,0.00002293868,0.000017290833,0.000029647514,0.000013372156,0.000007159483,0.0012851626],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99983966,0.000036852474,0.000007456465,0.0000524326,0.00003911382,0.00002444587],"domain_scores_gemma":[0.999767,0.00008846283,0.000041115345,0.000023603892,0.0000677606,0.000011951699],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00038417705,0.00060883735,0.0005593691,0.00017326421,0.00036776043,0.0006458859,0.0008230547,0.0007469663,0.0014694491],"category_scores_gemma":[0.00061196904,0.00021074395,0.0003422166,0.00019006124,0.0004329702,0.00036510482,0.000465615,0.0005296652,0.00014987311],"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":[0.0006436846,0.0001243673,0.00063029345,0.00030530567,0.00012705047,0.0004362746,0.00035901277,0.83292675,0.068215854,0.010798172,0.0014634128,0.08396976],"study_design_scores_gemma":[0.000021950264,0.00017986646,0.00024725767,0.000006204792,0.000013334373,0.00003108218,0.000013683799,0.99670666,0.0018440638,0.000631646,0.0002988097,0.000005440009],"about_ca_topic_score_codex":0.00175073,"about_ca_topic_score_gemma":0.0019069884,"teacher_disagreement_score":0.00175073,"about_ca_system_score_codex":0.00027054467,"about_ca_system_score_gemma":0.00027272553,"threshold_uncertainty_score":0.0049158335},"labels":[],"label_agreement":null},{"id":"W4403579944","doi":"10.1016/j.istruc.2024.107510","title":"Strain distribution and failure modes of steel lattice tower gusset plates as a function of their geometry","year":2024,"lang":"en","type":"article","venue":"Structures","topic":"Vibration and Dynamic 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":"Université de Sherbrooke","funders":"Natural Sciences and Engineering Research Council of Canada; Islamic Research and Training Institute; Hydro-Québec","keywords":"Structural engineering; Geometry; Lattice (music); Materials science; Failure mode and effects analysis; Tower; Engineering; Mathematics; Physics; Acoustics","score_opus":0.004266950957836993,"score_gpt":0.20298328623133358,"score_spread":0.19871633527349658,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403579944","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9976745,0.000102031125,0.001307126,0.0000075182934,0.0000027475933,0.0000061616433,0.00015228378,0.00005205091,0.00069553347],"genre_scores_gemma":[0.9987091,0.0000475747,0.00066340726,0.0000035062776,0.0000013063948,0.000008479485,0.00017254133,0.000006983647,0.00038705152],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99960595,0.000036424408,0.0000327893,0.00009380921,0.00018456325,0.000046466215],"domain_scores_gemma":[0.9985166,0.00037302743,0.0004256588,0.0002267442,0.0003799696,0.00007801561],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00044908165,0.0004850275,0.00021208303,0.0011367855,0.00017692505,0.00028632538,0.00039624434,0.0004461767,0.0012964859],"category_scores_gemma":[0.0010037725,0.00024128224,0.00019165137,0.0006067427,0.00046702698,0.00033773753,0.0001963958,0.00023763232,0.00037500059],"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":[0.00075384736,0.0001231668,0.07256261,0.00018130196,0.000041440333,0.00079817686,0.0008086614,0.052169453,0.83142453,0.00040582477,0.00048401076,0.04024701],"study_design_scores_gemma":[0.000019245575,0.0018652775,0.47690037,0.000050459894,0.000051491206,0.0011786527,0.0008709426,0.07199403,0.44539055,0.0001792928,0.0013873297,0.00011234653],"about_ca_topic_score_codex":0.0010747132,"about_ca_topic_score_gemma":0.0014798739,"teacher_disagreement_score":0.0012964859,"about_ca_system_score_codex":0.00021672933,"about_ca_system_score_gemma":0.00011651634,"threshold_uncertainty_score":0.0043371916},"labels":[],"label_agreement":null},{"id":"W4403588453","doi":"10.1016/j.istruc.2024.107545","title":"Strengthening of interior circular column-slab region incorporating combinations of bonded UHPECC layer, CFRP sheets, and threaded steel bolts","year":2024,"lang":"en","type":"article","venue":"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":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"King Saud University; Kafrelsheikh University","keywords":"Slab; Column (typography); Structural engineering; Materials science; Layer (electronics); Composite material; Engineering; Connection (principal bundle)","score_opus":0.015264002445697348,"score_gpt":0.23892600060451652,"score_spread":0.22366199815881918,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403588453","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9928952,0.00021614305,0.0055833757,0.000009184603,0.000008147474,0.0000175897,0.00005030634,0.000102184276,0.0011178722],"genre_scores_gemma":[0.9944142,0.0000890668,0.0049465615,0.0000060386747,0.000001717392,0.0000061235646,0.00003759379,0.000006668693,0.00049210613],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999856,0.00001271271,0.0000068113104,0.000027385051,0.000065787746,0.000031260275],"domain_scores_gemma":[0.9997956,0.000021157948,0.00007140897,0.000029661898,0.000055511835,0.000026675336],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016260022,0.00053240685,0.00019011273,0.00046197075,0.00017566231,0.00015127356,0.0003257161,0.0002307037,0.00097185525],"category_scores_gemma":[0.00020619981,0.00019804914,0.00020208357,0.00022901205,0.00028519664,0.00019074787,0.00023287191,0.00021087742,0.00017294665],"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":[0.000073266034,0.000029686686,0.0012503879,0.000096190175,0.000012467494,0.000117611475,0.000041364096,0.0029233028,0.9902597,0.00007274962,0.00004219695,0.0050809565],"study_design_scores_gemma":[0.000012360795,0.0009958479,0.027146088,0.000024502611,0.00007229987,0.0003351412,0.00012260211,0.011567842,0.95788914,0.00003684913,0.0017800259,0.000017327777],"about_ca_topic_score_codex":0.0015200662,"about_ca_topic_score_gemma":0.008384556,"teacher_disagreement_score":0.0015200662,"about_ca_system_score_codex":0.00017095475,"about_ca_system_score_gemma":0.00034151916,"threshold_uncertainty_score":0.003251195},"labels":[],"label_agreement":null},{"id":"W4403605898","doi":"10.1016/j.istruc.2024.107498","title":"Buckling analysis of thin-walled I-beams with web deformations","year":2024,"lang":"en","type":"article","venue":"Structures","topic":"Structural Load-Bearing 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":"National Research Council Canada; Concordia University","funders":"Fonds de recherche du Québec – Nature et technologies; National Research Council Canada","keywords":"Buckling; Structural engineering; Materials science; Engineering","score_opus":0.004703838489701151,"score_gpt":0.21264147720000506,"score_spread":0.2079376387103039,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403605898","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":[0.4735638,0.00026235165,0.5115051,0.00007005488,0.000021473794,0.00006849512,0.00010515158,0.00011900063,0.0142846955],"genre_scores_gemma":[0.97118413,0.00019451066,0.024302013,0.00002265338,0.0000052598075,0.00004184593,0.000061316096,0.00003057374,0.004157749],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987257,0.000025837042,0.000008125909,0.000017632814,0.000057865138,0.00001804707],"domain_scores_gemma":[0.9997664,0.00009250013,0.000057499743,0.000026898078,0.000040479892,0.000016270227],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003800354,0.0003909097,0.00024896557,0.00040977387,0.00017956631,0.00040562733,0.0005056806,0.000564932,0.001113349],"category_scores_gemma":[0.0006890912,0.0002231279,0.0003851345,0.00021644436,0.00058813713,0.00037165216,0.00046598975,0.00031319933,0.00020625288],"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":[0.000048852457,0.000035683457,0.0037242016,0.00010107502,0.000026277427,0.00045339458,0.00017281323,0.90634197,0.06306503,0.013945261,0.00015367278,0.011931871],"study_design_scores_gemma":[0.0000023554915,0.000026212892,0.0011383181,0.000011484802,0.000004206392,0.00006608776,0.000043132524,0.9926042,0.004707215,0.001126476,0.00026477367,0.0000055477744],"about_ca_topic_score_codex":0.001927839,"about_ca_topic_score_gemma":0.002277114,"teacher_disagreement_score":0.001927839,"about_ca_system_score_codex":0.0002367709,"about_ca_system_score_gemma":0.00036724456,"threshold_uncertainty_score":0.0038332343},"labels":[],"label_agreement":null},{"id":"W4403746010","doi":"10.1016/j.istruc.2024.107549","title":"Flexural behavior of bonded post-tensioned concrete beams with steel or GFRP bars","year":2024,"lang":"en","type":"article","venue":"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":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University; Concordia University","funders":"","keywords":"Fibre-reinforced plastic; Flexural strength; Structural engineering; Materials science; Composite material; Forensic engineering; Engineering","score_opus":0.010140250262885044,"score_gpt":0.23815717857641522,"score_spread":0.22801692831353018,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403746010","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99842703,0.00006659918,0.000557408,0.000008919127,0.0000036512156,0.000003722182,0.00006333376,0.000032488573,0.0008368795],"genre_scores_gemma":[0.99837303,0.000035859768,0.0002891583,0.0000047374792,0.0000015082586,0.0000040087048,0.00007613525,0.0000065671466,0.0012089814],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998447,0.000021553318,0.0000061507844,0.00002775827,0.000060481678,0.000039339895],"domain_scores_gemma":[0.9995172,0.00017977104,0.00006964311,0.00004399664,0.00010896461,0.00008039958],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022349946,0.00032361477,0.00017219745,0.0005092555,0.0002671566,0.00015113773,0.0005273341,0.00047213765,0.004147821],"category_scores_gemma":[0.000768368,0.00025424777,0.00018025181,0.0002508259,0.00039840883,0.00026835463,0.00023338718,0.00029760046,0.0005601037],"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":[0.0009486682,0.0001404313,0.0044145687,0.0000633517,0.0000405977,0.00037008422,0.00028460956,0.021413742,0.96526515,0.00041821532,0.0001929408,0.0064475858],"study_design_scores_gemma":[0.000048685903,0.0021098314,0.09060811,0.000050511804,0.00007328489,0.00026655343,0.0004715416,0.11866786,0.78643256,0.00023381849,0.0009935698,0.000043656783],"about_ca_topic_score_codex":0.0027910315,"about_ca_topic_score_gemma":0.0040633185,"teacher_disagreement_score":0.004147821,"about_ca_system_score_codex":0.00023760696,"about_ca_system_score_gemma":0.00020303554,"threshold_uncertainty_score":0.013875842},"labels":[],"label_agreement":null},{"id":"W4403896266","doi":"10.1016/j.istruc.2024.107585","title":"Effects of near-field pulse-like ground motions on the seismic resilience of RC shear wall buildings","year":2024,"lang":"en","type":"article","venue":"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":"Resilience (materials science); Field (mathematics); Structural engineering; Pulse (music); Shear (geology); Geology; Seismology; Geotechnical engineering; Acoustics; Engineering; Materials science; Physics; Telecommunications; Composite material; Mathematics","score_opus":0.004228547859595976,"score_gpt":0.2121673176390783,"score_spread":0.20793876977948234,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403896266","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99704856,0.000030034591,0.0011874608,0.00002620698,0.0000052979835,0.0000027002197,0.000056213823,0.000028244582,0.0016151938],"genre_scores_gemma":[0.9998307,0.000006782954,0.000036544963,0.0000013278625,9.101867e-7,4.9730016e-7,0.000010880535,0.0000024899655,0.00010976927],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99984646,0.00003378998,0.000005554958,0.00002435333,0.000030584542,0.000059142683],"domain_scores_gemma":[0.9991253,0.00052796304,0.000097696,0.000083166626,0.000074482356,0.00009143916],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029924721,0.00029324784,0.00023403495,0.000497937,0.0002929843,0.00035820247,0.0002534817,0.00044990945,0.0024942032],"category_scores_gemma":[0.0019332046,0.00014701624,0.00023804438,0.00028845735,0.00061884406,0.00040112314,0.00042107888,0.00031604434,0.00026759913],"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":[0.0016302239,0.00028294334,0.035306234,0.00010205505,0.00008777138,0.001545813,0.0003032644,0.8404506,0.092717685,0.0019142816,0.0005395482,0.02511957],"study_design_scores_gemma":[0.000026638747,0.0012510252,0.18840097,0.000030058682,0.00011171203,0.0005880483,0.00093422027,0.76764727,0.039534796,0.0009579721,0.00045891252,0.000058429036],"about_ca_topic_score_codex":0.0022457894,"about_ca_topic_score_gemma":0.0018944389,"teacher_disagreement_score":0.0024942032,"about_ca_system_score_codex":0.00031878028,"about_ca_system_score_gemma":0.00018241967,"threshold_uncertainty_score":0.008343995},"labels":[],"label_agreement":null},{"id":"W4403983729","doi":"10.1016/j.istruc.2024.107645","title":"Experimental and numerical studies on the seismic behavior of spherical reticulated shells with sliding isolation bearings","year":2024,"lang":"en","type":"article","venue":"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":"Beijing University of Civil Engineering and Architecture; Natural Science Foundation of Beijing Municipality; China Scholarship Council","keywords":"Seismic isolation; Structural engineering; Isolation (microbiology); Geology; Geotechnical engineering; Engineering; Materials science; Biology; Bioinformatics","score_opus":0.011937735240641107,"score_gpt":0.2519999226066125,"score_spread":0.24006218736597143,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403983729","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99601835,0.00003763781,0.0028630346,0.000013571324,0.000005970463,0.0000060286975,0.00002966484,0.000030779465,0.000995035],"genre_scores_gemma":[0.9985055,0.000021866788,0.0010578769,0.00000205332,0.0000025447584,0.0000041493236,0.0000312409,0.000005509925,0.00036932208],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99963343,0.00007546289,0.000019416308,0.000040754392,0.00017130298,0.000059517344],"domain_scores_gemma":[0.99846673,0.00062700256,0.00023615328,0.00022532679,0.00034330622,0.000101503385],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00054329,0.00046999217,0.00035489112,0.00033483133,0.00034589728,0.00021577365,0.0005971802,0.0004064115,0.0019558177],"category_scores_gemma":[0.0018496308,0.00023325591,0.00017429171,0.00027726067,0.000941534,0.0004076164,0.0003935677,0.00024060044,0.000236373],"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":[0.0010584656,0.0004704625,0.002936962,0.00012651112,0.000016662318,0.00017350003,0.00042043204,0.027744692,0.95789975,0.0009951094,0.00015341812,0.008004069],"study_design_scores_gemma":[0.00013180613,0.0043850485,0.020466425,0.000025877842,0.000047681548,0.00033324744,0.0004727076,0.18829885,0.78438586,0.00026926093,0.0011355361,0.000047745118],"about_ca_topic_score_codex":0.0006463696,"about_ca_topic_score_gemma":0.00071878906,"teacher_disagreement_score":0.0019558177,"about_ca_system_score_codex":0.00024004454,"about_ca_system_score_gemma":0.00018806208,"threshold_uncertainty_score":0.006542802},"labels":[],"label_agreement":null},{"id":"W4404021113","doi":"10.1016/j.istruc.2024.107711","title":"Numerical analysis and design of axially-loaded concrete-filled stainless-clad bimetallic steel tubular slender columns","year":2024,"lang":"en","type":"article","venue":"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":"National Research Council Canada","funders":"China Postdoctoral Science Foundation; National Natural Science Foundation of China","keywords":"Axial symmetry; Bimetallic strip; Structural engineering; Materials science; Composite material; Engineering; Metallurgy","score_opus":0.011132849220819611,"score_gpt":0.2316362055102037,"score_spread":0.22050335628938408,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404021113","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.7851076,0.00019393071,0.19226912,0.0001452334,0.000038821996,0.00007476909,0.00014328494,0.00030338744,0.021723887],"genre_scores_gemma":[0.97486806,0.000070035654,0.021775432,0.000015411137,0.000004551172,0.000038886108,0.000045048357,0.000025335836,0.0031573116],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998988,0.00002261076,0.0000031243599,0.000011687429,0.000045312805,0.000018490513],"domain_scores_gemma":[0.999795,0.00007656253,0.00004343828,0.000013419924,0.00004391311,0.000027768328],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022052982,0.0003048027,0.00039466892,0.00037174852,0.00037950088,0.00046877025,0.0007212737,0.0007580503,0.0017952783],"category_scores_gemma":[0.0005285489,0.00031437082,0.0002579464,0.00024124845,0.0006212626,0.00020280531,0.0002638343,0.0002586103,0.00022975325],"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":[0.000044595075,0.000037871105,0.0004317382,0.000040386425,0.000006006406,0.00006990452,0.000028897719,0.9779611,0.01529455,0.0017388908,0.000114017595,0.0042321123],"study_design_scores_gemma":[0.000006751069,0.000036440117,0.00027547934,0.000004261397,0.000002906225,0.000013060197,0.000022583132,0.9970174,0.0022428983,0.00016194425,0.00021197447,0.0000043369246],"about_ca_topic_score_codex":0.0033713037,"about_ca_topic_score_gemma":0.005962021,"teacher_disagreement_score":0.0033713037,"about_ca_system_score_codex":0.0005014648,"about_ca_system_score_gemma":0.0010511251,"threshold_uncertainty_score":0.006703377},"labels":[],"label_agreement":null},{"id":"W4404025281","doi":"10.1016/j.istruc.2024.107717","title":"Experimental and numerical investigation of steel panel links with different trapezoidal corrugations","year":2024,"lang":"en","type":"article","venue":"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":"University of British Columbia","funders":"National Natural Science Foundation of China","keywords":"Structural engineering; Materials science; Composite material; Engineering","score_opus":0.01316200107668704,"score_gpt":0.22279645035031675,"score_spread":0.2096344492736297,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404025281","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9929565,0.000045811506,0.0049940576,0.000016586433,0.000016645445,0.000014319565,0.00014283333,0.00010573201,0.0017074676],"genre_scores_gemma":[0.99695647,0.000030078338,0.0018705095,0.0000035841904,0.000003810337,0.000013831674,0.00008891271,0.000011914623,0.0010208972],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995283,0.000086803084,0.000016145308,0.000068698915,0.00022153769,0.000078501376],"domain_scores_gemma":[0.99833184,0.0006478672,0.00019742383,0.00028475482,0.00042921802,0.00010885054],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006019719,0.00055914547,0.0003243304,0.0007536626,0.0006630904,0.0002461953,0.0009146529,0.001020266,0.005918948],"category_scores_gemma":[0.0018407212,0.00034802264,0.00023002527,0.00068286725,0.0009118809,0.00060191134,0.00037516918,0.00037249704,0.00060371537],"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":[0.0015781013,0.0017021833,0.0046187416,0.0003580743,0.000039838767,0.0005100342,0.0006197652,0.14671083,0.82266355,0.0025277932,0.00075629074,0.017914861],"study_design_scores_gemma":[0.00017280353,0.005502739,0.024690509,0.000053682797,0.000096585,0.00035423518,0.00073140353,0.3671114,0.5977447,0.00077682984,0.0026904587,0.0000746806],"about_ca_topic_score_codex":0.000997073,"about_ca_topic_score_gemma":0.0014906874,"teacher_disagreement_score":0.005918948,"about_ca_system_score_codex":0.00021602129,"about_ca_system_score_gemma":0.0002712177,"threshold_uncertainty_score":0.019800842},"labels":[],"label_agreement":null},{"id":"W4404038930","doi":"10.1016/j.istruc.2024.107697","title":"A novel computer vision and point cloud-based approach for accurate structural analysis of a tall irregular timber structure","year":2024,"lang":"en","type":"article","venue":"Structures","topic":"3D Surveying and Cultural Heritage","field":"Earth and Planetary Sciences","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":"Point cloud; Point (geometry); Cloud computing; Computer science; Artificial intelligence; Computer vision; Mathematics; Geometry","score_opus":0.014839507863013543,"score_gpt":0.24966938286539847,"score_spread":0.23482987500238492,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404038930","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":[0.008792276,0.000039573028,0.98972183,0.000028648008,0.000013594463,0.000045802575,0.000067033725,0.00062545354,0.00066580734],"genre_scores_gemma":[0.18406157,0.00017679727,0.81375444,0.000058918235,0.000021835078,0.00013528396,0.0004355094,0.00009636275,0.001259319],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9996793,0.000022059256,0.000011106539,0.000059408583,0.00020036004,0.00002779744],"domain_scores_gemma":[0.9996836,0.0000595117,0.000043090095,0.00006533003,0.00012867039,0.000019654637],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024026254,0.00094648753,0.0006041661,0.0016486353,0.00037797485,0.000855017,0.0013697109,0.00090763654,0.0019538326],"category_scores_gemma":[0.00062186853,0.00048391434,0.00086006767,0.0011742773,0.00044213628,0.000961484,0.0006764482,0.0007834668,0.0008374227],"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":[0.00012351121,0.00019908044,0.002045457,0.00017281034,0.00006818031,0.00043575533,0.00014598787,0.454152,0.13463525,0.00915484,0.0026148586,0.39625233],"study_design_scores_gemma":[0.0000036279123,0.000018130864,0.0004472363,0.0000035978812,0.00000430944,0.000079918194,0.000012548693,0.9917908,0.0063408166,0.0006284306,0.00066188426,0.000008738154],"about_ca_topic_score_codex":0.007909858,"about_ca_topic_score_gemma":0.009554782,"teacher_disagreement_score":0.007909858,"about_ca_system_score_codex":0.0005846173,"about_ca_system_score_gemma":0.0010702631,"threshold_uncertainty_score":0.01572764},"labels":[],"label_agreement":null},{"id":"W4404087819","doi":"10.1016/j.istruc.2024.107709","title":"Experimental and numerical investigations on the impact of openings on the stiffness of CLT shear walls","year":2024,"lang":"en","type":"article","venue":"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":"University of Northern British Columbia","funders":"","keywords":"Stiffness; Structural engineering; Shear (geology); Cross laminated timber; Geology; Geotechnical engineering; Materials science; Engineering; Composite material","score_opus":0.021332918094097528,"score_gpt":0.26332807320538176,"score_spread":0.24199515511128422,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404087819","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9946931,0.00012151857,0.0024108074,0.000022601029,0.000016023381,0.000014645913,0.00014065947,0.000032675354,0.0025481107],"genre_scores_gemma":[0.9984749,0.000045592074,0.0007588294,0.000004079085,0.0000039861206,0.000008737657,0.00004687976,0.000010031414,0.0006470428],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994832,0.00006706699,0.00003037224,0.00008721255,0.0002189172,0.00011320961],"domain_scores_gemma":[0.9971969,0.0017156966,0.00028362768,0.00034344688,0.00035204276,0.000108298984],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00066532206,0.00044151867,0.00029278576,0.0004102042,0.0007307718,0.00033272416,0.0005608944,0.0006467442,0.008024495],"category_scores_gemma":[0.002267594,0.00030351517,0.00031178715,0.00039212665,0.0012048113,0.0005822603,0.00044889227,0.0006400379,0.0004783994],"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":[0.0006309519,0.000417674,0.0029219934,0.00019274665,0.000010284875,0.00016336964,0.00042460393,0.011854649,0.97620696,0.0005986839,0.0001727162,0.006405342],"study_design_scores_gemma":[0.00003814226,0.001355961,0.021224143,0.000026178763,0.00003071028,0.0001632194,0.00047286478,0.02350994,0.95162576,0.00022660878,0.0012833854,0.000043017822],"about_ca_topic_score_codex":0.0007053844,"about_ca_topic_score_gemma":0.001343369,"teacher_disagreement_score":0.008024495,"about_ca_system_score_codex":0.0002983226,"about_ca_system_score_gemma":0.0002183551,"threshold_uncertainty_score":0.026844561},"labels":[],"label_agreement":null},{"id":"W4404128436","doi":"10.1016/j.istruc.2024.107511","title":"Life-cycle seismic performance analysis of an offshore small-to-medium span bridge based on interpretable machine learning","year":2024,"lang":"en","type":"article","venue":"Structures","topic":"Concrete Corrosion and Durability","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":"Science and Technology Program of Gansu Province; Institute of Engineering Mechanics, China Earthquake Administration; Department of Science and Technology of Inner Mongolia; Lanzhou Jiaotong University","keywords":"Bridge (graph theory); Submarine pipeline; Span (engineering); Structural engineering; Life span; Computer science; Engineering; Geology; Construction engineering; Seismology; Marine engineering; Geotechnical engineering","score_opus":0.008841529254767612,"score_gpt":0.22682325854789756,"score_spread":0.21798172929312995,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404128436","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95327777,0.000060238508,0.044329982,0.00010462879,0.0000063576776,0.000011662275,0.00012387967,0.00012485006,0.0019606557],"genre_scores_gemma":[0.9975746,0.000012212394,0.0019627463,0.000003909183,0.0000011684011,0.0000055446303,0.00009401781,0.0000051072325,0.00034068403],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99994373,0.000012235958,0.0000031207064,0.000012838445,0.000018001154,0.000010070881],"domain_scores_gemma":[0.99978894,0.00011758637,0.000023385455,0.000013182903,0.00004628585,0.000010699436],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022159885,0.0003692695,0.0002745795,0.00035516985,0.00018303277,0.00021741027,0.00033288373,0.0004209631,0.000994323],"category_scores_gemma":[0.0006061384,0.00015010596,0.0002790345,0.00016329162,0.0002099093,0.00026826456,0.0001974262,0.00026436764,0.000104035906],"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":[0.000039327475,0.000036537353,0.0027403461,0.000014802152,0.000010321866,0.00006663856,0.000020540405,0.98381793,0.0027192875,0.00036108837,0.00010341035,0.0100697735],"study_design_scores_gemma":[3.6426593e-7,0.000009162838,0.0007636853,4.7113176e-7,0.0000011875602,0.0000031833483,0.0000027787723,0.9989121,0.0002285538,0.00006566693,0.000011736918,0.0000010693932],"about_ca_topic_score_codex":0.008096591,"about_ca_topic_score_gemma":0.008946993,"teacher_disagreement_score":0.008096591,"about_ca_system_score_codex":0.00044984533,"about_ca_system_score_gemma":0.0003310832,"threshold_uncertainty_score":0.016098917},"labels":[],"label_agreement":null},{"id":"W4404346082","doi":"10.1016/j.istruc.2024.107798","title":"Shear behaviour of the post-tensioned segmental precast concrete pontoon deck with the GFRP rods","year":2024,"lang":"en","type":"article","venue":"Structures","topic":"Structural Behavior of Reinforced Concrete","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":"Université de Sherbrooke","funders":"Department of Transport and Main Roads, Queensland Government; Cooperative Research Centres, Australian Government Department of Industry; University of Southern Queensland","keywords":"Precast concrete; Deck; Structural engineering; Shear (geology); Fibre-reinforced plastic; Rod; Materials science; Geotechnical engineering; Geology; Engineering; Composite material","score_opus":0.005905006436636764,"score_gpt":0.21142568714841595,"score_spread":0.20552068071177917,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404346082","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994985,0.000022739276,0.00019684376,0.0000024141273,0.0000017218456,0.0000033275644,0.000038411876,0.000009274537,0.00022691241],"genre_scores_gemma":[0.9985354,0.000029610079,0.00043727987,0.0000040951186,6.6855813e-7,0.0000037053053,0.00009094334,0.000004802989,0.0008933027],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996389,0.0000241529,0.00002234038,0.00008446824,0.00017828967,0.000051846924],"domain_scores_gemma":[0.99962175,0.00007200931,0.00007223746,0.00005017519,0.0001366752,0.000047094476],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004248034,0.00046598952,0.000462716,0.00032251613,0.00032605103,0.00035866344,0.00046411395,0.0004883731,0.002379125],"category_scores_gemma":[0.0005582186,0.00026244618,0.00024386794,0.00025886143,0.00054617785,0.00030962212,0.0002617083,0.00033719445,0.0004450137],"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":[0.001094564,0.00017749742,0.015540268,0.00014556813,0.00003089427,0.00035973082,0.00023172404,0.023312503,0.948521,0.000121143785,0.00006713216,0.010398024],"study_design_scores_gemma":[0.00005225125,0.0057373396,0.17839153,0.000034095545,0.00007665033,0.0004059066,0.0006771646,0.03950663,0.77343965,0.00008664805,0.0015315221,0.000060640723],"about_ca_topic_score_codex":0.0034078588,"about_ca_topic_score_gemma":0.0097586755,"teacher_disagreement_score":0.0034078588,"about_ca_system_score_codex":0.00042470626,"about_ca_system_score_gemma":0.00035838436,"threshold_uncertainty_score":0.007958949},"labels":[],"label_agreement":null},{"id":"W4404403960","doi":"10.1016/j.istruc.2024.107835","title":"Seismic design coefficients verification of regular and vertically irregular high-rise shear wall buildings using bidirectional horizontal ground motions and 3D modeling","year":2024,"lang":"en","type":"article","venue":"Structures","topic":"Seismic Performance and 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":"Okanagan University College; University of British Columbia, Okanagan Campus","funders":"","keywords":"Shear wall; Structural engineering; Seismic analysis; Shear (geology); Geology; Geotechnical engineering; Engineering","score_opus":0.01326074891516094,"score_gpt":0.2241251732034357,"score_spread":0.21086442428827476,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404403960","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":[0.91905695,0.000025665608,0.07606434,0.00002581769,0.0000074194286,0.000055370132,0.00017812813,0.00028409387,0.004302191],"genre_scores_gemma":[0.97871256,0.000022952981,0.020693585,0.0000039099014,0.000001035517,0.000029116323,0.00011142029,0.000035319805,0.0003900039],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9994702,0.00010833532,0.000023923401,0.000045606936,0.00029849506,0.00005348308],"domain_scores_gemma":[0.99896777,0.00029462323,0.00015051628,0.00018528955,0.00035964837,0.000042203614],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007285026,0.00061660004,0.00022718194,0.0005872692,0.00028524722,0.0004561513,0.000460071,0.00034378355,0.0011852877],"category_scores_gemma":[0.0018289683,0.0002516475,0.00032553857,0.0003085392,0.0003284092,0.00027721492,0.00041467688,0.0003196924,0.00033312725],"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":[0.00018043022,0.00018787915,0.04445613,0.00013192125,0.000017848288,0.000277408,0.0003916143,0.7880715,0.08789711,0.002326748,0.0006968352,0.075364575],"study_design_scores_gemma":[0.000029415562,0.0003098688,0.020519936,0.000024511004,0.000019762445,0.00013142217,0.00025767603,0.92261475,0.053487085,0.00044425006,0.0021189011,0.000042364467],"about_ca_topic_score_codex":0.0053103664,"about_ca_topic_score_gemma":0.008924983,"teacher_disagreement_score":0.0053103664,"about_ca_system_score_codex":0.00059088663,"about_ca_system_score_gemma":0.0010724182,"threshold_uncertainty_score":0.010558903},"labels":[],"label_agreement":null},{"id":"W4404514871","doi":"10.1016/j.istruc.2024.107770","title":"New enhanced hybrid glulam-framed OSB wall for tall timber buildings","year":2024,"lang":"en","type":"article","venue":"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":"University of Ottawa","funders":"","keywords":"Oriented strand board; Structural engineering; Cross laminated timber; Engineering; Engineered wood; Forensic engineering; Architectural engineering; Composite material; Civil engineering; Materials science","score_opus":0.006777913497951346,"score_gpt":0.21564046109587387,"score_spread":0.20886254759792253,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404514871","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6261217,0.0015166093,0.32877165,0.00010751894,0.00034894794,0.0000591394,0.0005839744,0.0016872997,0.0408031],"genre_scores_gemma":[0.8934317,0.0003308881,0.08714548,0.000055725337,0.00002798619,0.000042135638,0.0005086866,0.00014876992,0.01830874],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999032,0.000009191632,0.000003383586,0.000014176244,0.00005033129,0.000019822251],"domain_scores_gemma":[0.9999422,0.00000565403,0.00000816404,0.000013747767,0.000015245004,0.000015072597],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007880323,0.00042709184,0.0002760805,0.00044786133,0.00020856448,0.00052356906,0.0005614841,0.0004203606,0.004401452],"category_scores_gemma":[0.00008996396,0.00016853798,0.00028044963,0.0003254439,0.00014832916,0.00037409365,0.0005057028,0.00031158273,0.0011477284],"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":[0.000761334,0.00030832118,0.0043895557,0.00046505785,0.000058036985,0.0012735915,0.00019400405,0.032408733,0.6940967,0.014464343,0.006557814,0.24502254],"study_design_scores_gemma":[0.00016253821,0.0023245174,0.052461725,0.00031340282,0.00025993207,0.007188216,0.0006846692,0.3406652,0.37191415,0.0056834794,0.21799958,0.0003424791],"about_ca_topic_score_codex":0.00036126687,"about_ca_topic_score_gemma":0.0012491483,"teacher_disagreement_score":0.004401452,"about_ca_system_score_codex":0.00013418656,"about_ca_system_score_gemma":0.00021836965,"threshold_uncertainty_score":0.014724314},"labels":[],"label_agreement":null},{"id":"W4404552956","doi":"10.1016/j.istruc.2024.107845","title":"Seismic performance of adjacent self-centering base-rocking walls under different pounding scenarios","year":2024,"lang":"en","type":"article","venue":"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":"","keywords":"Structural engineering; Base (topology); Geology; Seismic analysis; Engineering; Geotechnical engineering; Mathematics; Mathematical analysis","score_opus":0.008759420612267435,"score_gpt":0.21432486112833837,"score_spread":0.20556544051607095,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404552956","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9976439,0.000008282354,0.00070032163,0.000009059835,0.000004168933,0.000002797974,0.00005169206,0.000020267626,0.0015594511],"genre_scores_gemma":[0.99927145,0.000007131121,0.00014955841,0.0000020654063,0.0000010314822,0.0000020534574,0.00006632717,0.0000036490694,0.00049678155],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997434,0.000036460384,0.000012329527,0.000044479664,0.000054497523,0.000108929205],"domain_scores_gemma":[0.9994881,0.00019491393,0.00004568341,0.000043983193,0.00010616698,0.000121216086],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031475257,0.0004335354,0.00044950523,0.00052466785,0.0005078173,0.00055707217,0.0004930344,0.0009325511,0.0024904986],"category_scores_gemma":[0.0010227243,0.00021705835,0.0003406584,0.00044582933,0.000562723,0.00040363063,0.0005740238,0.00037692793,0.00042352933],"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":[0.0053805625,0.00067921006,0.046368003,0.00015200605,0.0001152763,0.0023718295,0.0008735681,0.7352062,0.1761767,0.0019432007,0.001001844,0.02973161],"study_design_scores_gemma":[0.00010518946,0.0024647247,0.14849871,0.000029540568,0.00015931026,0.0003979683,0.0017884653,0.7826298,0.06228856,0.0007066772,0.0008586686,0.000072471616],"about_ca_topic_score_codex":0.0025267822,"about_ca_topic_score_gemma":0.0024285598,"teacher_disagreement_score":0.0025267822,"about_ca_system_score_codex":0.00027827203,"about_ca_system_score_gemma":0.00026399535,"threshold_uncertainty_score":0.008331537},"labels":[],"label_agreement":null},{"id":"W4404561126","doi":"10.1016/j.istruc.2024.107814","title":"Improving the seismic response of existing shear wall structures through experimentally validated high-performance RC retrofit","year":2024,"lang":"en","type":"article","venue":"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 British Columbia, Okanagan Campus; University of British Columbia","funders":"United Arab Emirates University","keywords":"Shear wall; Structural engineering; Shear (geology); Reinforced concrete; Materials science; Geology; Geotechnical engineering; Composite material; Engineering","score_opus":0.020476507501429028,"score_gpt":0.26616542474185784,"score_spread":0.2456889172404288,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404561126","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99672747,0.000038825612,0.0026265574,0.000010011185,0.00001128423,0.000013947912,0.00005446395,0.000054409702,0.00046308758],"genre_scores_gemma":[0.9965682,0.000045005283,0.0027417112,0.000008171151,0.0000024223057,0.000012332776,0.00007690943,0.000014051013,0.0005310981],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99965024,0.000045239027,0.000019699319,0.00004595652,0.00018434398,0.000054575186],"domain_scores_gemma":[0.99965894,0.00005425423,0.00007571771,0.00006474577,0.00010891855,0.00003744065],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006695833,0.0007806575,0.00022542129,0.00032305188,0.00017204153,0.00023268594,0.0005263923,0.00046093093,0.00087152637],"category_scores_gemma":[0.0007520592,0.00021095204,0.00027072657,0.0002259709,0.00043360525,0.00028688853,0.00034364627,0.000387051,0.00031912784],"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":[0.00034456936,0.00024496854,0.007955696,0.00012172206,0.00001561833,0.00048766017,0.0002311576,0.020869669,0.9581451,0.00018974526,0.00017742663,0.011216617],"study_design_scores_gemma":[0.000025985357,0.0040374505,0.030827215,0.000024834022,0.000043590557,0.00031734872,0.00048023358,0.040502425,0.92151946,0.00006951616,0.0021163153,0.000035645837],"about_ca_topic_score_codex":0.0006962947,"about_ca_topic_score_gemma":0.0029860442,"teacher_disagreement_score":0.00087152637,"about_ca_system_score_codex":0.00023042892,"about_ca_system_score_gemma":0.00019871914,"threshold_uncertainty_score":0.003541112},"labels":[],"label_agreement":null},{"id":"W4404763585","doi":"10.1016/j.istruc.2024.107843","title":"A fractional adaptive type-2 fuzzy structural control system: Theoretical/experimental study","year":2024,"lang":"en","type":"article","venue":"Structures","topic":"Fuzzy Logic and Control Systems","field":"Computer Science","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":"Concordia University","funders":"Natural Science Foundation of Nantong University; Ministry of Science and Technology of the People's Republic of China; National Natural Science Foundation of China; Department of Science and Technology of Shandong Province","keywords":"Type (biology); Fuzzy logic; Control theory (sociology); Control (management); Fuzzy control system; Computer science; Mathematics; Structural engineering; Engineering; Geology; Artificial intelligence","score_opus":0.009143163786491786,"score_gpt":0.25670585656131695,"score_spread":0.24756269277482515,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404763585","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9287388,0.0001653396,0.06625509,0.00019301163,0.00012544471,0.000100089004,0.000063532345,0.000231284,0.004127434],"genre_scores_gemma":[0.9935266,0.000028822964,0.0055909134,0.000011674542,0.0000046410983,0.000017128323,0.0000135572955,0.0000031649358,0.0008035995],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998348,0.000029296263,0.0000063617777,0.00004214552,0.0000649767,0.000022424254],"domain_scores_gemma":[0.9996308,0.00013265149,0.000042713546,0.00006784311,0.00009182509,0.000034185407],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040420165,0.0002343214,0.0003539815,0.00030151504,0.0008131612,0.0004495378,0.00046466262,0.0006637489,0.002455934],"category_scores_gemma":[0.0009995383,0.00012093218,0.00019856363,0.00022698124,0.00045276084,0.00043801032,0.00027427,0.00025704614,0.00017088467],"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":[0.0025803524,0.0006594425,0.0020214447,0.00040985292,0.000050034123,0.00044505237,0.00069801824,0.07826292,0.83355355,0.013671292,0.0007888716,0.06685904],"study_design_scores_gemma":[0.00023233653,0.0022767582,0.0059207776,0.00002745443,0.0000693635,0.00026634848,0.0002264127,0.7787483,0.20527695,0.003937398,0.0029630198,0.000054872406],"about_ca_topic_score_codex":0.0019561902,"about_ca_topic_score_gemma":0.0009764052,"teacher_disagreement_score":0.002455934,"about_ca_system_score_codex":0.00045546805,"about_ca_system_score_gemma":0.00034883764,"threshold_uncertainty_score":0.008215845},"labels":[],"label_agreement":null},{"id":"W4404871286","doi":"10.1016/j.istruc.2024.107923","title":"Experimental study of static and fatigue push-out test on headed stud shear connectors in UHPC composite steel beams","year":2024,"lang":"en","type":"article","venue":"Structures","topic":"Structural Load-Bearing Analysis","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":true,"ca_institutions":"University of Toronto","funders":"","keywords":"Structural engineering; Composite number; Shear (geology); Materials science; Composite material; Engineering","score_opus":0.01975135407763116,"score_gpt":0.28318788249107996,"score_spread":0.2634365284134488,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404871286","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9974974,0.00011149098,0.0019115952,0.000007953882,0.000013084715,0.000026227557,0.00008700358,0.00003408825,0.0003111018],"genre_scores_gemma":[0.9956736,0.00016171843,0.0026546824,0.00002550549,0.000008905751,0.000040790244,0.0001825115,0.000015798374,0.0012363817],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9994535,0.00004959841,0.000046598638,0.00012620605,0.00022798912,0.00009605142],"domain_scores_gemma":[0.9988097,0.00020896619,0.00018224686,0.00012296208,0.00052486773,0.0001512073],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042135917,0.00073459494,0.0003711543,0.00035058596,0.000348056,0.00013050136,0.00041570753,0.0005818307,0.001728719],"category_scores_gemma":[0.0005616409,0.0003339734,0.00035406082,0.00024749112,0.00039037643,0.00034768126,0.00027656287,0.00037503167,0.00030237838],"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":[0.00012208307,0.00008726174,0.0025327064,0.000079582846,0.0000092130595,0.00025438255,0.00029021688,0.00035683328,0.99406034,0.000019355755,0.000045851193,0.0021421844],"study_design_scores_gemma":[0.000019593514,0.008208926,0.08849089,0.00003279538,0.000074139614,0.0004974106,0.0005646495,0.0027811995,0.8982847,0.000035629786,0.00096920854,0.00004089071],"about_ca_topic_score_codex":0.00065395114,"about_ca_topic_score_gemma":0.002315297,"teacher_disagreement_score":0.001728719,"about_ca_system_score_codex":0.00013982528,"about_ca_system_score_gemma":0.00018180114,"threshold_uncertainty_score":0.0057831407},"labels":[],"label_agreement":null},{"id":"W4404940517","doi":"10.1016/j.istruc.2024.107917","title":"Data-driven framework with graphical user interface for predicting flexural behavior of FRCM strengthened RC beams","year":2024,"lang":"en","type":"article","venue":"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 Guelph; McMaster University","funders":"","keywords":"Flexural strength; Graphical user interface; Interface (matter); Structural engineering; Materials science; Computer science; Composite material; Engineering; Programming language","score_opus":0.017410039884821926,"score_gpt":0.2845449381970284,"score_spread":0.2671348983122065,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4404940517","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":[0.013184596,0.0002485123,0.94724816,0.00015254928,0.00004789161,0.00017697328,0.0025717544,0.035335753,0.0010337932],"genre_scores_gemma":[0.34063458,0.0003443305,0.64567685,0.00030037825,0.000049485785,0.0012705378,0.008347546,0.001170774,0.0022055057],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99950075,0.00011265628,0.000041894247,0.0001584916,0.00014981875,0.00003632934],"domain_scores_gemma":[0.99910045,0.00045082264,0.0000697253,0.00008373549,0.00024499575,0.00005031338],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016938284,0.0017477967,0.000908965,0.0016647364,0.00026206163,0.001289445,0.0018830721,0.0010735916,0.005858891],"category_scores_gemma":[0.0035779355,0.0005475482,0.0012945475,0.0008161818,0.00031202627,0.0012053509,0.0010157519,0.0010622238,0.0015713157],"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":[0.001431548,0.00066829205,0.0135495225,0.0010042485,0.00044758688,0.0010111794,0.0004566588,0.60482156,0.018128403,0.012310254,0.021851324,0.32431945],"study_design_scores_gemma":[0.000026656282,0.000037362144,0.00057303126,0.000016041851,0.000014983539,0.000038324364,0.000018561193,0.9922713,0.0025970049,0.0021426885,0.0022484444,0.000015638949],"about_ca_topic_score_codex":0.0053589633,"about_ca_topic_score_gemma":0.005805536,"teacher_disagreement_score":0.005858891,"about_ca_system_score_codex":0.00048360444,"about_ca_system_score_gemma":0.0007282558,"threshold_uncertainty_score":0.019599974},"labels":[],"label_agreement":null},{"id":"W4405050998","doi":"10.1016/j.istruc.2024.107861","title":"Capacity of transmission tower-line system subjected to concurrent wind and ice loads","year":2024,"lang":"en","type":"article","venue":"Structures","topic":"Vibration and Dynamic 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":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Tower; Structural engineering; Transmission line; Transmission (telecommunications); Line (geometry); Transmission tower; Wind engineering; Engineering; Geology; Telecommunications; Mathematics; Geometry","score_opus":0.007769038264504704,"score_gpt":0.2218939827961973,"score_spread":0.2141249445316926,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405050998","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9897681,0.000053796946,0.004629149,0.00007639149,0.000012234006,0.000013802448,0.00027484665,0.00007088469,0.0051007518],"genre_scores_gemma":[0.99947613,0.000010200945,0.00009564729,0.0000022652418,0.0000014377115,0.000003778546,0.000047322384,0.0000045081174,0.0003587798],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998148,0.000041690557,0.000008371432,0.000024741388,0.000045748096,0.00006466145],"domain_scores_gemma":[0.9987839,0.0007000411,0.0001486864,0.000056710578,0.00018425853,0.00012639663],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042542568,0.00034760885,0.0004529611,0.00089447375,0.0006911446,0.0005713459,0.00053509074,0.000629395,0.004460064],"category_scores_gemma":[0.0011475234,0.00027685123,0.00039744566,0.00050803565,0.00069452357,0.0006778063,0.00042133644,0.00040542305,0.00031192604],"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":[0.00046130075,0.000060241633,0.006649884,0.00009565883,0.000049432583,0.000985948,0.0001661714,0.9702664,0.01500986,0.0019504019,0.0005119411,0.003792773],"study_design_scores_gemma":[0.0000106905,0.00013350559,0.013488744,0.000017139228,0.000040951494,0.00013134842,0.00029426083,0.98186594,0.0031860361,0.0006228484,0.00018475481,0.000023805791],"about_ca_topic_score_codex":0.009733291,"about_ca_topic_score_gemma":0.007992439,"teacher_disagreement_score":0.009733291,"about_ca_system_score_codex":0.000612051,"about_ca_system_score_gemma":0.0005034884,"threshold_uncertainty_score":0.01935327},"labels":[],"label_agreement":null},{"id":"W4405093353","doi":"10.1016/j.istruc.2024.107819","title":"Nonlinear finite-element analysis of circular GFRP-RC columns subjected to reversed cyclic loading including torsion","year":2024,"lang":"en","type":"article","venue":"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":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":"Torsion (gastropod); Structural engineering; Finite element method; Fibre-reinforced plastic; Nonlinear system; Materials science; Composite material; Engineering; Physics","score_opus":0.015499598079566326,"score_gpt":0.26808720749117515,"score_spread":0.25258760941160885,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405093353","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9676064,0.00014582064,0.014488496,0.00017915951,0.00003075238,0.000033590568,0.00022069027,0.00012597044,0.017169094],"genre_scores_gemma":[0.9932712,0.000060858536,0.0019652524,0.000024990162,0.0000056664353,0.000016033791,0.000088524845,0.000027731425,0.0045397743],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998847,0.000017662345,0.0000038251196,0.000018388051,0.00004675588,0.000028656517],"domain_scores_gemma":[0.9997274,0.000120031575,0.00004869763,0.000026695505,0.00005349802,0.000023528792],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017797443,0.00032598514,0.0004272704,0.0004702552,0.0005246846,0.00047447375,0.0008043162,0.0011490794,0.0031964795],"category_scores_gemma":[0.00065512257,0.000314414,0.00042173304,0.00035671142,0.0010390254,0.0003287284,0.0003365393,0.00035357982,0.00034810693],"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":[0.00014963276,0.00009034761,0.0022427326,0.00007443431,0.000026031032,0.00029457064,0.00013075655,0.9548265,0.035226695,0.001713863,0.00036265858,0.0048618],"study_design_scores_gemma":[0.00000439274,0.000031242358,0.0017115588,0.0000061457745,0.000005780804,0.000023536055,0.00005736149,0.9953063,0.0025503673,0.000100476485,0.0001956545,0.000007160499],"about_ca_topic_score_codex":0.014261448,"about_ca_topic_score_gemma":0.016127355,"teacher_disagreement_score":0.014261448,"about_ca_system_score_codex":0.00065853394,"about_ca_system_score_gemma":0.00078584,"threshold_uncertainty_score":0.02835691},"labels":[],"label_agreement":null},{"id":"W4405205122","doi":"10.1016/j.istruc.2024.107979","title":"Numerical and experimental validation of applicability of Froude's similitude modelling for RC beams","year":2024,"lang":"en","type":"article","venue":"Structures","topic":"Structural Health Monitoring Techniques","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":"Dalhousie University; Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Froude number; Similitude; Structural engineering; Engineering; Geotechnical engineering; Computer science; Mechanics; Physics; Artificial intelligence; Flow (mathematics)","score_opus":0.021940319706285575,"score_gpt":0.31878769813451147,"score_spread":0.2968473784282259,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405205122","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6113034,0.00054438406,0.36576188,0.00035122526,0.00014054913,0.00042074823,0.00062643795,0.001024784,0.019826733],"genre_scores_gemma":[0.92599046,0.0002453245,0.07134631,0.000030911488,0.0000074321265,0.00019713827,0.00015078444,0.000059207447,0.0019724122],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9992273,0.000113027665,0.000044227632,0.00011301419,0.0004320617,0.00007047975],"domain_scores_gemma":[0.9983069,0.00074011646,0.00013296894,0.00043593888,0.00034146593,0.000042714662],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016315395,0.00072300865,0.00031342576,0.00066295103,0.00035083186,0.00042561797,0.0008996431,0.00094996573,0.002401268],"category_scores_gemma":[0.0030070993,0.0002484638,0.00042805212,0.00047876593,0.0009532002,0.00053820794,0.00053066935,0.00067929045,0.00049293897],"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":[0.00023578477,0.00039711499,0.004230252,0.00040449275,0.000021878895,0.0003613877,0.0006974765,0.27269527,0.6611488,0.013065565,0.00099448,0.045747463],"study_design_scores_gemma":[0.000035874906,0.0007826886,0.0033144616,0.000052544394,0.000018211857,0.00018719556,0.00016939813,0.61245084,0.37609348,0.0015784063,0.0052630133,0.000053993357],"about_ca_topic_score_codex":0.0021415101,"about_ca_topic_score_gemma":0.0019622443,"teacher_disagreement_score":0.002401268,"about_ca_system_score_codex":0.0005021835,"about_ca_system_score_gemma":0.0004541884,"threshold_uncertainty_score":0.008628547},"labels":[],"label_agreement":null},{"id":"W4405387241","doi":"10.1016/j.istruc.2024.107994","title":"Shear strengthening of normal concrete deep beams with openings using strain-hardening cementitious composites with glass fiber mesh","year":2024,"lang":"en","type":"article","venue":"Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"King Saud University; Kafrelsheikh University","keywords":"Materials science; Composite material; Strain hardening exponent; Shear (geology); Hardening (computing); Structural engineering","score_opus":0.007688265914539589,"score_gpt":0.22146073639912386,"score_spread":0.21377247048458428,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405387241","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9957563,0.00027179983,0.0035580962,0.000007658979,0.000007938864,0.000008728479,0.000022377424,0.00003326331,0.00033375496],"genre_scores_gemma":[0.99389887,0.0002085946,0.0053910813,0.000006392083,0.0000020488546,0.0000075129906,0.000029098346,0.0000047279564,0.00045170664],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99987614,0.000011341932,0.000009710775,0.000022106375,0.00006315756,0.0000175458],"domain_scores_gemma":[0.9997874,0.000025919635,0.00008739065,0.000022628756,0.000048847545,0.00002786909],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000268023,0.00048381631,0.00019828815,0.00038627896,0.00014339844,0.00011475236,0.00022191665,0.00020601742,0.00039247706],"category_scores_gemma":[0.00021360385,0.0002451312,0.000282428,0.00016017166,0.0002456424,0.00020562475,0.0002779883,0.00020097254,0.00010242245],"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":[0.00006813426,0.00002915813,0.0021476527,0.000071989714,0.000007788314,0.000056749042,0.000057436824,0.0022384424,0.9868173,0.000058959322,0.00002691101,0.008419618],"study_design_scores_gemma":[0.000015388221,0.001350497,0.021088954,0.000028592665,0.000046552148,0.0001774275,0.0000964022,0.012757109,0.962769,0.000048811366,0.0016030859,0.000018144487],"about_ca_topic_score_codex":0.0010480449,"about_ca_topic_score_gemma":0.0047999187,"teacher_disagreement_score":0.0010480449,"about_ca_system_score_codex":0.000166188,"about_ca_system_score_gemma":0.00025574418,"threshold_uncertainty_score":0.002083838},"labels":[],"label_agreement":null},{"id":"W4405468404","doi":"10.1016/j.istruc.2024.107961","title":"Experimental investigation on the strengthening strategies for the out-of-plane collapse of masonry infills in Chuan-dou timber frames","year":2024,"lang":"en","type":"article","venue":"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":"University of British Columbia","funders":"National Key Research and Development Program of China; National Natural Science Foundation of China; Shanxi Provincial Postdoctoral Science Foundation","keywords":"Masonry; Structural engineering; Engineering; Forensic engineering; Geotechnical engineering","score_opus":0.019166150496328284,"score_gpt":0.24842703876830252,"score_spread":0.22926088827197424,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405468404","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99925476,0.000009302958,0.0003108049,0.0000029489763,0.0000012644499,0.000007405034,0.000012151165,0.0000032326204,0.00039806892],"genre_scores_gemma":[0.99934024,0.000015176804,0.0002573045,0.0000013876962,6.392629e-7,0.000006325131,0.0000122913125,0.0000019150737,0.0003647651],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998957,0.000018541967,0.0000046145756,0.000012441734,0.000029866727,0.0000387725],"domain_scores_gemma":[0.99979407,0.000076417666,0.000030115343,0.000021516575,0.00004958542,0.000028261056],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032492244,0.00032557113,0.0002315539,0.00041803165,0.00060980866,0.00019479344,0.0004283432,0.00028963544,0.0019262789],"category_scores_gemma":[0.0005281493,0.00019507467,0.00018428169,0.00020133292,0.0005408626,0.00022717242,0.00025794248,0.0002813275,0.00010894864],"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":[0.0009253815,0.0007582731,0.00522963,0.00007564381,0.000013987815,0.0002036321,0.00045643366,0.015448007,0.9695184,0.0012588243,0.000089135465,0.006022543],"study_design_scores_gemma":[0.00014137826,0.0057141297,0.075943656,0.000033536755,0.00008169114,0.000183004,0.0011364142,0.10778522,0.8074967,0.00034054538,0.0011090385,0.00003452828],"about_ca_topic_score_codex":0.0030289262,"about_ca_topic_score_gemma":0.008134722,"teacher_disagreement_score":0.0030289262,"about_ca_system_score_codex":0.00027924046,"about_ca_system_score_gemma":0.00037764924,"threshold_uncertainty_score":0.006444037},"labels":[],"label_agreement":null},{"id":"W4405546063","doi":"10.1016/j.istruc.2024.107969","title":"Finite element analysis of a double-bolted angle connection with and without stiffeners subjected to tensile loading","year":2024,"lang":"en","type":"article","venue":"Structures","topic":"Engineering Structural Analysis Methods","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":"Connection (principal bundle); Structural engineering; Ultimate tensile strength; Materials science; Finite element method; Composite material; Engineering","score_opus":0.01107576984596571,"score_gpt":0.2636668259327769,"score_spread":0.2525910560868112,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405546063","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96824604,0.00009417392,0.021192864,0.000092672344,0.000040553325,0.00002768267,0.00015854527,0.00016119242,0.009986251],"genre_scores_gemma":[0.9937558,0.000033386084,0.0029588384,0.000012600361,0.0000041085864,0.00001741475,0.000082453145,0.000024114499,0.0031111082],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998134,0.00003547559,0.000009057466,0.00003482534,0.000076604105,0.0000306668],"domain_scores_gemma":[0.99956924,0.00020112784,0.000061232044,0.000054016687,0.00007468727,0.000039607745],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030432272,0.0005302689,0.0007121599,0.0007159929,0.00058337604,0.0006452073,0.001049811,0.0018250558,0.005247536],"category_scores_gemma":[0.0008185254,0.00041506166,0.00049150677,0.00067632576,0.0011033098,0.0005323891,0.00045947536,0.00042227353,0.00044737852],"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":[0.0004596299,0.00018241988,0.0024692758,0.00012169226,0.000042782827,0.0003915087,0.00020476969,0.93293864,0.05051775,0.002634134,0.00038035872,0.009657009],"study_design_scores_gemma":[0.00001692581,0.00017771342,0.0032507516,0.000012267699,0.00002060911,0.000051727024,0.00010253572,0.9896612,0.0060285977,0.00023945334,0.0004230133,0.000015273967],"about_ca_topic_score_codex":0.0023840466,"about_ca_topic_score_gemma":0.0026437342,"teacher_disagreement_score":0.005247536,"about_ca_system_score_codex":0.0003759067,"about_ca_system_score_gemma":0.0004979088,"threshold_uncertainty_score":0.01755476},"labels":[],"label_agreement":null},{"id":"W4405899196","doi":"10.1016/j.istruc.2024.108155","title":"A state-of-the-art review of current code provisions for girders with flange holes","year":2024,"lang":"en","type":"review","venue":"Structures","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":0,"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":"McMaster University","keywords":"Flange; Girder; Current (fluid); Structural engineering; State (computer science); Code (set theory); Engineering; Forensic engineering; Computer science; Electrical engineering; Algorithm; Programming language","score_opus":0.033636354080634326,"score_gpt":0.33460188039961375,"score_spread":0.30096552631897944,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4405899196","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":[0.000510881,0.97700226,0.0024507008,0.0012812474,0.0009997595,0.00006904831,0.00041395056,0.0000710959,0.017201068],"genre_scores_gemma":[0.0016755739,0.98903674,0.00301726,0.0009875488,0.00027152622,0.000047500085,0.00038814443,0.000033079265,0.0045425184],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9982135,0.00019692771,0.00020610941,0.00015454867,0.0011430584,0.00008581723],"domain_scores_gemma":[0.99552274,0.0020768654,0.0005552038,0.0001608175,0.001577936,0.00010646158],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0024812957,0.0011656649,0.0012396371,0.00742872,0.0006268674,0.0014297789,0.0021751814,0.0017895843,0.008400393],"category_scores_gemma":[0.006238137,0.00068487885,0.000687419,0.005940594,0.0013927395,0.00251846,0.001104736,0.0017289658,0.00465568],"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":[0.000030130164,0.00006535949,0.00017775908,0.018795632,0.000024423267,0.00006203221,0.000081403596,0.00058971916,0.0014671239,0.014926776,0.086461104,0.8773185],"study_design_scores_gemma":[0.000003559193,0.000033269633,0.0005193901,0.0075978055,0.000034975474,0.00013018423,0.000036520345,0.000070536065,0.0004402375,0.0014956614,0.98962384,0.000013910347],"about_ca_topic_score_codex":0.006538862,"about_ca_topic_score_gemma":0.013823913,"teacher_disagreement_score":0.008400393,"about_ca_system_score_codex":0.0013882706,"about_ca_system_score_gemma":0.0055519673,"threshold_uncertainty_score":0.0281021},"labels":[],"label_agreement":null},{"id":"W4406096752","doi":"10.1016/j.istruc.2024.108175","title":"Seismic design and evaluation of continuous girder bridge with winding rope fluid viscous damper (WRFVD) using equivalent energy design procedure (EEDP)","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Structural Engineering and Vibration 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 British Columbia","funders":"Beijing Municipal Commission of Education; National Natural Science Foundation of China","keywords":"Rope; Structural engineering; Bridge (graph theory); Damper; Girder; Seismic analysis; Engineering","score_opus":0.02618287312738497,"score_gpt":0.2673639280025214,"score_spread":0.24118105487513644,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406096752","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":[0.45665464,0.00014837967,0.5286435,0.000072991956,0.000039358154,0.00010673289,0.00009545721,0.00039211646,0.0138468165],"genre_scores_gemma":[0.96782726,0.000033939144,0.03027126,0.000010041676,0.000004720567,0.000053821266,0.00003293789,0.000020638365,0.0017452416],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999803,0.000057795045,0.0000067030537,0.000028553079,0.00008348982,0.000020434672],"domain_scores_gemma":[0.9998087,0.00006734948,0.000026534666,0.000019450981,0.00006242266,0.000015519645],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040060803,0.0004235911,0.00041539277,0.00037226986,0.00022711525,0.00044131582,0.00066988816,0.0007812875,0.0024317987],"category_scores_gemma":[0.00048770974,0.00024387284,0.0004567587,0.00013229958,0.0002796881,0.00025955588,0.00032783236,0.00021591339,0.0002513068],"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":[0.00022254892,0.000111479516,0.001198159,0.00016796487,0.00003803157,0.00018644005,0.00009058934,0.87652963,0.08451942,0.0029763642,0.00032422887,0.033635043],"study_design_scores_gemma":[0.000019219993,0.00030303764,0.0006717067,0.000005394533,0.000018883473,0.000029075705,0.000021474216,0.99294174,0.0053236065,0.00016950307,0.00049118156,0.000005095565],"about_ca_topic_score_codex":0.0010305429,"about_ca_topic_score_gemma":0.0011227085,"teacher_disagreement_score":0.0024317987,"about_ca_system_score_codex":0.0002623979,"about_ca_system_score_gemma":0.00034765227,"threshold_uncertainty_score":0.0081352},"labels":[],"label_agreement":null},{"id":"W4406279630","doi":"10.1016/j.istruc.2024.108180","title":"Pre-support shell system for the face stability of deep tunnels in weak grounds: Using theory of cylindrical shell","year":2025,"lang":"en","type":"article","venue":"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":"Lakehead University","funders":"","keywords":"Shell (structure); Stability (learning theory); Face (sociological concept); Structural engineering; Engineering; Materials science; Computer science; Mechanical engineering; Machine learning; Sociology","score_opus":0.01042779610684805,"score_gpt":0.23374329139339964,"score_spread":0.2233154952865516,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406279630","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":[0.14848633,0.00070763123,0.8164054,0.0007236127,0.00029192798,0.00012273133,0.00015612492,0.0001902821,0.03291601],"genre_scores_gemma":[0.93425703,0.0005026193,0.046380386,0.0002601206,0.00015438057,0.00018056734,0.00013877639,0.00014238001,0.017983796],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997758,0.00007571645,0.000010495544,0.000033388347,0.00006056617,0.000043985572],"domain_scores_gemma":[0.9996704,0.000062921186,0.00005040968,0.00004071604,0.0001107855,0.000064795306],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007123282,0.0008799726,0.00092107855,0.0010844391,0.0010056961,0.0016495733,0.0015637944,0.0015419495,0.0041609397],"category_scores_gemma":[0.0014101202,0.0003230288,0.000968493,0.00036127152,0.0019286742,0.0018122188,0.002005931,0.0013837762,0.0006312744],"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":[0.00006942308,0.000067575376,0.0006929466,0.00009462992,0.000033776138,0.00023676021,0.0001553221,0.1044698,0.008676814,0.87731063,0.0016671902,0.0065251477],"study_design_scores_gemma":[0.0000137173865,0.000046005476,0.000359557,0.00001950212,0.000010270947,0.00009248658,0.00010049066,0.8941236,0.0005083707,0.103631064,0.0010695971,0.00002524313],"about_ca_topic_score_codex":0.002130851,"about_ca_topic_score_gemma":0.0022505159,"teacher_disagreement_score":0.0041609397,"about_ca_system_score_codex":0.0006406011,"about_ca_system_score_gemma":0.0011031448,"threshold_uncertainty_score":0.013919711},"labels":[],"label_agreement":null},{"id":"W4406279654","doi":"10.1016/j.istruc.2025.108194","title":"Elucidating ballistic resistance mechanism and pattern of polyurea-coated ceramic/metal composite structures: A numerical and theoretical approach","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Structural Response to Dynamic Loads","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":"MD Precision (Canada)","funders":"China Postdoctoral Science Foundation; State Key Laboratory of Explosion Science and Technology; National Natural Science Foundation of China","keywords":"Polyurea; Mechanism (biology); Materials science; Composite number; Ceramic; Composite material; Metal; Structural engineering; Engineering; Metallurgy; Physics","score_opus":0.0034840249099931816,"score_gpt":0.2135594342910729,"score_spread":0.21007540938107971,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406279654","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.87097937,0.00024788023,0.11737507,0.00015163557,0.000020041061,0.000038111237,0.00005915813,0.0002228206,0.010905879],"genre_scores_gemma":[0.9872552,0.00006891849,0.011939996,0.000007828767,0.000002266715,0.000012394099,0.000015626334,0.000010058933,0.00068762596],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999523,0.000004492613,0.0000015757865,0.0000107694395,0.000022672606,0.0000082670895],"domain_scores_gemma":[0.9998727,0.00005327336,0.000027842114,0.00001845853,0.000020707852,0.000006904491],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015001696,0.0001755503,0.00018169612,0.00027182422,0.0003342652,0.00036996897,0.0006342998,0.00048682216,0.0011905455],"category_scores_gemma":[0.0004436069,0.00025608527,0.00017475233,0.0001558863,0.00068412046,0.00041114632,0.0001387975,0.00024223239,0.00012655384],"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":[0.000102807484,0.00009599093,0.0016697849,0.00021399555,0.000016392867,0.00024699175,0.0002063288,0.48142835,0.4672459,0.040749088,0.00029266105,0.007731655],"study_design_scores_gemma":[0.0000056215817,0.000022364082,0.00068228587,0.000002343073,0.0000034094699,0.000043251694,0.000024322306,0.98362017,0.014476035,0.00090632605,0.00020812692,0.0000057046223],"about_ca_topic_score_codex":0.0020903791,"about_ca_topic_score_gemma":0.0025846495,"teacher_disagreement_score":0.0020903791,"about_ca_system_score_codex":0.00051767146,"about_ca_system_score_gemma":0.00041166364,"threshold_uncertainty_score":0.0041564703},"labels":[],"label_agreement":null},{"id":"W4406291220","doi":"10.1016/j.istruc.2025.108210","title":"Dry-out behaviour of cross-laminated timber (CLT) edge conditions in roof assemblies: A field study","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; Toronto Metropolitan University","keywords":"Cross laminated timber; Roof; Enhanced Data Rates for GSM Evolution; Field (mathematics); Structural engineering; Engineering; Composite material; Materials science; Mathematics; Telecommunications","score_opus":0.01257476578477982,"score_gpt":0.3013273410088878,"score_spread":0.28875257522410797,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406291220","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99950814,0.0000137852585,0.00014199317,0.000002317346,0.0000014022959,0.000025892066,0.000110119116,0.0000050138274,0.00019124807],"genre_scores_gemma":[0.9977063,0.000046030997,0.0008998583,0.000020658257,0.0000056695576,0.000049474227,0.00035116993,0.000005542856,0.0009151717],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99976236,0.000024920435,0.000011455789,0.00009506367,0.000060662296,0.00004554906],"domain_scores_gemma":[0.99927086,0.00014637776,0.0002000867,0.000046524678,0.00022642346,0.00010968438],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032911534,0.000457513,0.0003960142,0.00046232538,0.0007752846,0.00037264213,0.0003939085,0.00037054322,0.0011187323],"category_scores_gemma":[0.00042518706,0.00020190002,0.0003268303,0.00027902942,0.0003611873,0.00030520253,0.00027412255,0.00042758253,0.0003141488],"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":[0.0017159387,0.0031428472,0.3180634,0.00026692907,0.000060376824,0.0014545522,0.0053293128,0.0009576032,0.64968157,0.000060139715,0.00034144934,0.018925894],"study_design_scores_gemma":[0.000018970717,0.006686647,0.93563473,0.000019844809,0.000042321266,0.00043279212,0.0027239413,0.0010374457,0.052563727,0.000027045728,0.0007850732,0.000027476639],"about_ca_topic_score_codex":0.011127752,"about_ca_topic_score_gemma":0.032306395,"teacher_disagreement_score":0.011127752,"about_ca_system_score_codex":0.00059398776,"about_ca_system_score_gemma":0.0002906393,"threshold_uncertainty_score":0.02212596},"labels":[],"label_agreement":null},{"id":"W4406650096","doi":"10.1016/j.istruc.2025.108272","title":"A probabilistic computational framework for predicting the diagonal tensile strength of unreinforced masonry walls","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Masonry and Concrete Structural 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":"Carleton University","funders":"Agencia Estatal de Investigación; Natural Sciences and Engineering Research Council of Canada; European Social Fund; Universitat Politècnica de Catalunya; Carleton University","keywords":"Unreinforced masonry building; Diagonal; Masonry; Ultimate tensile strength; Structural engineering; Probabilistic logic; Materials science; Computer science; Composite material; Engineering; Mathematics; Artificial intelligence; Geometry","score_opus":0.006932142029456375,"score_gpt":0.2333416540069182,"score_spread":0.2264095119774618,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406650096","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":[0.11657518,0.00029132044,0.87785494,0.00024274294,0.00003584849,0.000079281555,0.00025751462,0.0003188472,0.004344219],"genre_scores_gemma":[0.91270643,0.0003583853,0.08489607,0.000047937614,0.00004526733,0.00019905719,0.0002824889,0.000051749495,0.0014126352],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997826,0.000064860025,0.000012124896,0.000038512746,0.00007401097,0.000027805641],"domain_scores_gemma":[0.9993674,0.00036253463,0.00008711308,0.000043433618,0.0001040162,0.000035583344],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008045507,0.000593324,0.0005591239,0.00068933197,0.00044640258,0.000919863,0.0015099447,0.0011753035,0.0010021385],"category_scores_gemma":[0.0016778008,0.0005301059,0.00083928276,0.0005205351,0.0008181405,0.0005949334,0.00078485213,0.0007193616,0.00014644134],"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":[0.000004869498,0.0000068610175,0.0002553027,0.0000055780897,0.0000031196362,0.000013664816,0.0000040236027,0.99669755,0.0003093308,0.0017035147,0.000028939923,0.00096723385],"study_design_scores_gemma":[5.1392834e-7,0.0000022867162,0.00004808056,6.7928397e-7,6.4145416e-7,0.0000016299466,9.730461e-7,0.9996474,0.00003984635,0.00023134355,0.000025558564,0.0000011005823],"about_ca_topic_score_codex":0.012146341,"about_ca_topic_score_gemma":0.006837859,"teacher_disagreement_score":0.012146341,"about_ca_system_score_codex":0.000597343,"about_ca_system_score_gemma":0.0011955092,"threshold_uncertainty_score":0.024151325},"labels":[],"label_agreement":null},{"id":"W4406833813","doi":"10.1016/j.istruc.2025.108243","title":"Effect of carbon nanotubes on shear behavior of PVA-ECC beams","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Carbon Nanotubes in Composites","field":"Materials Science","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 Toronto","funders":"National Research Foundation of Korea; Ministry of Education","keywords":"Carbon nanotube; Materials science; Shear (geology); Composite material; Structural engineering; Engineering","score_opus":0.00485130778503281,"score_gpt":0.27187671088925996,"score_spread":0.2670254031042272,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406833813","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9983094,0.00032920443,0.00034073717,0.000024630315,0.000022801922,0.000005079545,0.000079802834,0.000015540872,0.00087280135],"genre_scores_gemma":[0.9987072,0.00017235352,0.0003277396,0.000018124036,0.000005056865,0.00000563145,0.00004970195,0.00001165569,0.0007026376],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998272,0.000021961943,0.000014130182,0.000028304286,0.000053312306,0.000055060882],"domain_scores_gemma":[0.99930775,0.0003884589,0.00010389054,0.000037576454,0.00011455293,0.000047712936],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025935945,0.00026367238,0.00013450463,0.00022193909,0.00023688492,0.00025724448,0.00013581211,0.0002956235,0.0030906613],"category_scores_gemma":[0.0005898476,0.00017470235,0.00015992002,0.00022714122,0.00021406179,0.0002860045,0.00010500687,0.0003154817,0.00022189549],"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":[0.00027363244,0.000020147654,0.00038861815,0.000035434063,0.000007706048,0.00004395778,0.000051947984,0.0002721976,0.997595,0.000051420535,0.00004326349,0.0012166646],"study_design_scores_gemma":[0.0000022243742,0.00007556787,0.0020208217,0.0000044026942,0.000006058927,0.000008334363,0.00002043377,0.00066385546,0.9970054,0.0000058113856,0.00018401307,0.0000030138374],"about_ca_topic_score_codex":0.0008109621,"about_ca_topic_score_gemma":0.0016152574,"teacher_disagreement_score":0.0030906613,"about_ca_system_score_codex":0.00019748475,"about_ca_system_score_gemma":0.0001679803,"threshold_uncertainty_score":0.01033926},"labels":[],"label_agreement":null},{"id":"W4406833834","doi":"10.1016/j.istruc.2025.108256","title":"Feasibility of using replaceable steel coupling beams in composite plate shear walls/concrete filled","year":2025,"lang":"en","type":"article","venue":"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":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada; Canadian Institute of Steel Construction","keywords":"Composite number; Structural engineering; Materials science; Shear wall; Shear (geology); Composite material; Coupling (piping); Steel plate shear wall; Engineering","score_opus":0.01533220514020839,"score_gpt":0.2640894300734113,"score_spread":0.2487572249332029,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406833834","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.96464944,0.00006686756,0.03360909,0.00001956991,0.000015140593,0.000025172012,0.00004781389,0.00009622557,0.0014706621],"genre_scores_gemma":[0.98376435,0.000034877186,0.015552004,0.000005887636,0.0000013404887,0.000013728803,0.000032969543,0.0000069974435,0.0005878631],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997527,0.00004888238,0.0000115424,0.00003090512,0.00012783932,0.000028117971],"domain_scores_gemma":[0.999744,0.00005131552,0.00008002215,0.00004718638,0.00005597304,0.000021552669],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003594581,0.00044929382,0.00013214414,0.00027939468,0.00012073077,0.0002145753,0.0004504959,0.00038090683,0.0006348774],"category_scores_gemma":[0.00038160483,0.0001772741,0.00023892593,0.00012108957,0.0003216251,0.0002007437,0.0002554566,0.00017185153,0.00018549494],"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":[0.00026647316,0.00008402192,0.00979529,0.00014191424,0.000027232205,0.00045541557,0.00017372545,0.09610203,0.8604088,0.001566795,0.00023715626,0.030741118],"study_design_scores_gemma":[0.00006803009,0.0028683324,0.02753758,0.000052145355,0.00010113818,0.00046743482,0.0003350358,0.25313538,0.70740646,0.0005265299,0.007440428,0.000061588675],"about_ca_topic_score_codex":0.0008467319,"about_ca_topic_score_gemma":0.0031696965,"teacher_disagreement_score":0.0008467319,"about_ca_system_score_codex":0.00014141877,"about_ca_system_score_gemma":0.00032484255,"threshold_uncertainty_score":0.0021238923},"labels":[],"label_agreement":null},{"id":"W4406885874","doi":"10.1016/j.istruc.2025.108295","title":"Non-linear transient vibration response of graphene origami enhanced metamaterial beams under spatially-varying temperature distributions","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Advanced Materials and Mechanics","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":"Department of Mechanical Engineering, University of Alberta; National Institute of Technology Karnataka, Surathkal","keywords":"Metamaterial; Transient (computer programming); Materials science; Graphene; Vibration; Transient response; Structural engineering; Composite material; Acoustics; Physics; Optoelectronics; Nanotechnology; Engineering; Computer science; Electrical engineering","score_opus":0.005354244336291539,"score_gpt":0.23602362155931433,"score_spread":0.2306693772230228,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4406885874","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9936313,0.00007398927,0.004277779,0.00008396397,0.00001775678,0.0000042740653,0.000073730196,0.000058554782,0.0017787017],"genre_scores_gemma":[0.99880505,0.000020460466,0.0005542392,0.000013123351,0.0000016612071,0.0000029718985,0.000027306221,0.0000048585916,0.0005703763],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99995196,0.0000049176506,0.0000013567061,0.0000111043455,0.000015551395,0.000015224566],"domain_scores_gemma":[0.99991095,0.000045294946,0.000017122224,0.000007950356,0.000011108105,0.0000075152534],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000076032265,0.00015561453,0.0000985145,0.00010455545,0.000121358906,0.0001354429,0.00021870075,0.0002831233,0.0020550378],"category_scores_gemma":[0.00024994643,0.00008089525,0.000105026396,0.000121903206,0.00023540275,0.00022734751,0.00012004509,0.00021160151,0.00015291976],"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":[0.00045164724,0.000056611745,0.0011429503,0.000065169785,0.000015178181,0.0002844711,0.0001476726,0.011520075,0.9788204,0.0010485041,0.00030960696,0.006137744],"study_design_scores_gemma":[0.000031923486,0.00030400528,0.021310948,0.000020195044,0.000018868475,0.00020494658,0.00023655608,0.3453472,0.6309487,0.0007215806,0.00081853097,0.00003662832],"about_ca_topic_score_codex":0.00048673956,"about_ca_topic_score_gemma":0.0006581882,"teacher_disagreement_score":0.0020550378,"about_ca_system_score_codex":0.0001919535,"about_ca_system_score_gemma":0.00008265425,"threshold_uncertainty_score":0.0068747997},"labels":[],"label_agreement":null},{"id":"W4407162765","doi":"10.1016/j.istruc.2025.108329","title":"Machine learning assisted axial strength prediction models for concrete filled stainless steel tubular columns","year":2025,"lang":"en","type":"article","venue":"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 Calgary","funders":"","keywords":"Materials science; Structural engineering; Composite material; Engineering","score_opus":0.008326172332597324,"score_gpt":0.22346441946857482,"score_spread":0.21513824713597748,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407162765","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6118112,0.0012717762,0.38056144,0.000438277,0.00007693835,0.0000994546,0.0009618959,0.0010339743,0.0037449587],"genre_scores_gemma":[0.9677124,0.00018807471,0.029213553,0.000054862885,0.000015088345,0.00009664118,0.0008008646,0.000020544741,0.0018979555],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998061,0.000047813544,0.0000129458485,0.000057744317,0.0000429446,0.000032408774],"domain_scores_gemma":[0.999156,0.0005171033,0.000103836035,0.000024272933,0.0001744802,0.000024325607],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00055028714,0.0007289116,0.0006201734,0.0007363071,0.00023192244,0.00055072975,0.00084882736,0.0008889362,0.0011550753],"category_scores_gemma":[0.0013313169,0.00034402945,0.0008326085,0.00056818424,0.00025004416,0.0003473218,0.00033959612,0.00080414873,0.00026163796],"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":[0.000023038734,0.000038195063,0.0014290478,0.000024454912,0.000013056607,0.000026452202,0.000008996459,0.9852738,0.00058415014,0.00016940368,0.00018277731,0.01222671],"study_design_scores_gemma":[7.89917e-7,0.0000073268643,0.00024145104,0.0000018277742,0.0000012893745,0.0000019887848,0.0000024800945,0.9995065,0.00012356917,0.00007690246,0.000034476227,0.0000013977711],"about_ca_topic_score_codex":0.02002417,"about_ca_topic_score_gemma":0.02062903,"teacher_disagreement_score":0.02002417,"about_ca_system_score_codex":0.00063950673,"about_ca_system_score_gemma":0.0009489653,"threshold_uncertainty_score":0.039815247},"labels":[],"label_agreement":null},{"id":"W4407755498","doi":"10.1016/j.istruc.2025.108403","title":"Shear behavior of lightweight engineered cementitious composite RC beams","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Innovative concrete reinforcement materials","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; Memorial University of Newfoundland","funders":"Natural Sciences and Engineering Research Council of Canada; Cairo University","keywords":"Materials science; Shear (geology); Composite number; Structural engineering; Cementitious; Composite material; Cement; Engineering","score_opus":0.005548149858983058,"score_gpt":0.22609463677267638,"score_spread":0.22054648691369333,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407755498","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979651,0.000075993165,0.00073244073,0.000010865911,0.0000063262296,0.0000038433036,0.00010501198,0.000029540382,0.0010709104],"genre_scores_gemma":[0.9981798,0.000039540017,0.00031377064,0.000006738512,0.0000016114141,0.0000028666736,0.00007741825,0.0000067647566,0.0013714451],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99984646,0.00001661342,0.00000791956,0.000027097669,0.000068641464,0.000033327462],"domain_scores_gemma":[0.9995883,0.00011423168,0.0001052472,0.000026416572,0.0001274862,0.00003838493],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030115823,0.00025026858,0.0001411784,0.00046505677,0.0001886193,0.00023350293,0.00021791291,0.0002624637,0.002866409],"category_scores_gemma":[0.0004768705,0.00016988812,0.00014215344,0.00024313662,0.00033737373,0.00019964497,0.00015266189,0.0002455862,0.00037209442],"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":[0.000585393,0.00006480386,0.0038020296,0.000039819246,0.000012483226,0.00013433526,0.00021190694,0.010432157,0.9791282,0.0006736293,0.00021158988,0.004703738],"study_design_scores_gemma":[0.00002331106,0.0009181565,0.045604188,0.000029149165,0.0000344834,0.000095776806,0.00029282612,0.07821353,0.8728392,0.00018189082,0.001730876,0.000036642123],"about_ca_topic_score_codex":0.00209874,"about_ca_topic_score_gemma":0.0029872935,"teacher_disagreement_score":0.002866409,"about_ca_system_score_codex":0.00030956516,"about_ca_system_score_gemma":0.00025242896,"threshold_uncertainty_score":0.009589136},"labels":[],"label_agreement":null},{"id":"W4407883819","doi":"10.1016/j.istruc.2025.108491","title":"Shear behavior of reinforced slag-based geopolymer concrete T-shaped beams","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Innovative concrete reinforcement materials","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 British Columbia","funders":"National Research Foundation of Korea; National Natural Science Foundation of China","keywords":"Materials science; Geopolymer cement; Shear (geology); Geopolymer; Composite material; Structural engineering; Slag (welding); Fly ash; Engineering","score_opus":0.007908895401169245,"score_gpt":0.24333607809340918,"score_spread":0.23542718269223994,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4407883819","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987514,0.00005600873,0.0005438068,0.0000071389745,0.000004426438,0.0000024042429,0.000060008428,0.000015490255,0.0005592283],"genre_scores_gemma":[0.9989716,0.00003663438,0.00020020826,0.0000035047651,7.168068e-7,0.0000016837711,0.000044658573,0.0000028173506,0.00073818],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99988484,0.000012292534,0.0000055478226,0.000022075388,0.00004512837,0.000030043579],"domain_scores_gemma":[0.9997067,0.00006996683,0.000074195865,0.000016238564,0.000098264216,0.00003450909],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022494099,0.00025184,0.00013313483,0.00035860343,0.00015213918,0.00018200476,0.00021131702,0.0002824401,0.002298851],"category_scores_gemma":[0.00034273101,0.00016246446,0.00014920167,0.00022506608,0.00032673872,0.0001687866,0.0001411593,0.0001868458,0.0003439255],"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":[0.0005330505,0.000051097428,0.0054074046,0.000043808686,0.000014051136,0.00014840653,0.00021917968,0.017155647,0.971438,0.0005029845,0.0001495203,0.004336889],"study_design_scores_gemma":[0.000025640646,0.0013063486,0.05508512,0.00003639908,0.00003675313,0.00009982345,0.000422738,0.085583284,0.8559797,0.00016256406,0.0012278348,0.000033904125],"about_ca_topic_score_codex":0.0020354523,"about_ca_topic_score_gemma":0.003232483,"teacher_disagreement_score":0.002298851,"about_ca_system_score_codex":0.00022449641,"about_ca_system_score_gemma":0.00024293271,"threshold_uncertainty_score":0.0076904297},"labels":[],"label_agreement":null},{"id":"W4408119871","doi":"10.1016/j.istruc.2025.108470","title":"Enhancing seismic performance of highway bridges group with laminated rubber bearings via artificial neural networks and multi-objective genetic algorithm","year":2025,"lang":"en","type":"article","venue":"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":"McMaster University","funders":"Science and Technology Program of Gansu Province; Youth Science Foundation of Lanzhou Jiaotong University; Lanzhou Jiaotong University; Inner Mongolia University of Science and Technology","keywords":"Genetic algorithm; Artificial neural network; Group (periodic table); Structural engineering; Natural rubber; Engineering; Computer science; Algorithm; Materials science; Artificial intelligence; Machine learning; Composite material; Physics","score_opus":0.004045477631472421,"score_gpt":0.19887618674594018,"score_spread":0.19483070911446776,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408119871","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8286966,0.00027312958,0.16445637,0.000103617975,0.00003959664,0.000022520579,0.0000261338,0.0001818613,0.006200151],"genre_scores_gemma":[0.9919729,0.00003748251,0.0072604874,0.000009097624,0.0000053153744,0.000009692446,0.000016349102,0.0000062062063,0.00068254414],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99990606,0.000028908342,0.0000036461222,0.00001748999,0.0000238696,0.000020007235],"domain_scores_gemma":[0.99973434,0.00012585409,0.00004616558,0.000011554523,0.00006472725,0.00001742456],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003660547,0.000599996,0.00037684888,0.00046581545,0.00024696995,0.00031948095,0.00041568434,0.0006796806,0.0007377115],"category_scores_gemma":[0.00056737167,0.00019831765,0.00030207756,0.00030219567,0.0002668366,0.00031315483,0.00026094166,0.00018972465,0.00009966899],"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":[0.00007023253,0.000043341646,0.0005161599,0.000020827682,0.000015061911,0.000027933665,0.000014573162,0.9843029,0.0044035628,0.00025987983,0.000087049666,0.010238483],"study_design_scores_gemma":[0.0000020034272,0.000021583388,0.00013312766,8.3743686e-7,0.000004586704,0.0000019153879,0.000004094661,0.9992488,0.0005207851,0.00004185358,0.000019246341,0.0000010299833],"about_ca_topic_score_codex":0.004243003,"about_ca_topic_score_gemma":0.0040103807,"teacher_disagreement_score":0.004243003,"about_ca_system_score_codex":0.00041918928,"about_ca_system_score_gemma":0.00033827647,"threshold_uncertainty_score":0.00843662},"labels":[],"label_agreement":null},{"id":"W4408306368","doi":"10.1016/j.istruc.2025.108547","title":"Predicting shear strength of hollow pretensioned spun precast concrete pile using machine learning models","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Innovative concrete reinforcement 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 Calgary","funders":"Masdar Institute of Science and Technology","keywords":"Precast concrete; Pile; Structural engineering; Shear (geology); Materials science; Shear strength (soil); Geotechnical engineering; Engineering; Composite material; Geology","score_opus":0.019834344335624574,"score_gpt":0.237871703699237,"score_spread":0.2180373593636124,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408306368","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9511875,0.0003255992,0.044746418,0.0001415131,0.00003852494,0.00004160616,0.00113873,0.0011533644,0.001226784],"genre_scores_gemma":[0.98608345,0.000075406446,0.0114268875,0.00001648926,0.000007767182,0.000022348382,0.0018706184,0.000016133577,0.0004808704],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9997681,0.00004354316,0.000018047389,0.000067227455,0.00006043231,0.00004272634],"domain_scores_gemma":[0.9991543,0.00036318394,0.00010794853,0.000091073496,0.00022002794,0.00006348612],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007002258,0.0011471518,0.0005556658,0.0013900633,0.00022824343,0.0005483439,0.0008647009,0.0008817095,0.00066415133],"category_scores_gemma":[0.0017066492,0.00031483753,0.0010704354,0.0007281503,0.00033216857,0.00060115027,0.00042637816,0.00070488174,0.00048047237],"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":[0.0000811954,0.000102419515,0.009866347,0.00003773975,0.000032989756,0.000068551235,0.000014054354,0.96111083,0.0022925006,0.00010880678,0.0004903137,0.025794232],"study_design_scores_gemma":[0.0000019031996,0.000023374743,0.0019747321,0.0000032003202,0.0000046338328,0.0000060703323,0.00000794054,0.9967259,0.0011164779,0.00007444442,0.000057393903,0.0000039610895],"about_ca_topic_score_codex":0.011896157,"about_ca_topic_score_gemma":0.011403138,"teacher_disagreement_score":0.011896157,"about_ca_system_score_codex":0.0006130046,"about_ca_system_score_gemma":0.0007111914,"threshold_uncertainty_score":0.023653865},"labels":[],"label_agreement":null},{"id":"W4408695897","doi":"10.1016/j.istruc.2025.108723","title":"Research on bending properties of dowel laminated veneer lumber","year":2025,"lang":"en","type":"article","venue":"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 Victoria","funders":"National Natural Science Foundation of China","keywords":"Dowel; Veneer; Bending; Structural engineering; Composite material; Materials science; Flexural strength; Engineering","score_opus":0.04405302173746589,"score_gpt":0.30400036643687717,"score_spread":0.2599473446994113,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408695897","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99609417,0.0005979568,0.0007359127,0.000009575072,0.0000048420598,0.0000052379023,0.00004076539,0.0000074975915,0.0025039185],"genre_scores_gemma":[0.9954644,0.00028676435,0.00078539725,0.000010573629,0.000004154505,0.0000040700916,0.00012185555,0.000006548114,0.003316324],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99981815,0.00003567212,0.000007905784,0.0000360404,0.000066531386,0.000035833873],"domain_scores_gemma":[0.99966073,0.00014282393,0.00004074653,0.000029990586,0.00009393843,0.000031852796],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005456954,0.00028325262,0.00020975104,0.000531926,0.000413931,0.0002991488,0.00028654438,0.00029444296,0.0036760124],"category_scores_gemma":[0.00043097185,0.00012406093,0.00028402195,0.0004634572,0.00026441022,0.0004504888,0.00012620761,0.00035745592,0.00044196984],"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":[0.0002215234,0.00012553393,0.0040732482,0.00012410668,0.000012047069,0.00008373248,0.00015489268,0.000846508,0.97790843,0.00024391498,0.000044762335,0.016161392],"study_design_scores_gemma":[0.000007976841,0.0023208486,0.1175668,0.000027596145,0.000048886257,0.00025802493,0.0003941003,0.0014979638,0.8748211,0.00010529817,0.002936823,0.000014619139],"about_ca_topic_score_codex":0.001179739,"about_ca_topic_score_gemma":0.0039326753,"teacher_disagreement_score":0.0036760124,"about_ca_system_score_codex":0.00022625524,"about_ca_system_score_gemma":0.00020915034,"threshold_uncertainty_score":0.012297511},"labels":[],"label_agreement":null},{"id":"W4409023602","doi":"10.1016/j.istruc.2025.108753","title":"Seismic behavior and resistant systems of girder bridges with tall piers: A comprehensive and state-of-the-art review","year":2025,"lang":"en","type":"article","venue":"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":"McMaster University","funders":"International Science and Technology Cooperation Programme; National Natural Science Foundation of China","keywords":"Girder; Structural engineering; State (computer science); Pier; Engineering; Forensic engineering; Civil engineering; Geotechnical engineering; Geology; Computer science","score_opus":0.007074689121294665,"score_gpt":0.22679053551513215,"score_spread":0.21971584639383748,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409023602","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":[0.004024728,0.9929588,0.0017391345,0.000120116834,0.000069457055,0.0000054488746,0.00006383629,0.000012983633,0.0010056366],"genre_scores_gemma":[0.012243648,0.9861604,0.00087302696,0.00005494548,0.0002295683,0.000005050972,0.00009206183,0.0000044817893,0.00033667817],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99969256,0.000038006405,0.000035210767,0.00011712514,0.00008923294,0.000027913686],"domain_scores_gemma":[0.9990976,0.0005366241,0.00015574806,0.000026864092,0.0001533789,0.000029796505],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000651447,0.0011767553,0.0014939394,0.0023246526,0.00027474185,0.0012745198,0.0011377762,0.0013243695,0.0014629045],"category_scores_gemma":[0.0013157111,0.000517727,0.0008048406,0.0027738777,0.000657607,0.0020750733,0.0006723115,0.0007480066,0.0004502922],"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":[0.00014288815,0.00016532533,0.004722082,0.038608715,0.00041484216,0.00018448404,0.00044744264,0.013015854,0.009971901,0.011000871,0.008090214,0.9132354],"study_design_scores_gemma":[0.000031348696,0.0012002145,0.039856013,0.018102663,0.0026881006,0.0032651906,0.0015520981,0.023081698,0.01311457,0.026813006,0.86993575,0.00035931365],"about_ca_topic_score_codex":0.0018720494,"about_ca_topic_score_gemma":0.0022540393,"teacher_disagreement_score":0.0023246526,"about_ca_system_score_codex":0.00040716244,"about_ca_system_score_gemma":0.0010576713,"threshold_uncertainty_score":0.004893899},"labels":[],"label_agreement":null},{"id":"W4409055377","doi":"10.1016/j.istruc.2025.108781","title":"Seismic behavior of full-scale precast assembly frame joints of special-shaped columns","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Structural Load-Bearing 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":"McMaster University","funders":"Department of Education of Hebei Province; Hubei University of Technology; National Natural Science Foundation of China","keywords":"Precast concrete; Structural engineering; Frame (networking); Scale (ratio); Engineering; Geology; Geotechnical engineering; Computer science; Mechanical engineering; Cartography; Geography","score_opus":0.006988317739460175,"score_gpt":0.23559589886941726,"score_spread":0.22860758112995708,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409055377","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99805474,0.00001267909,0.0011227991,0.0000052765267,0.00000130989,0.000001163659,0.000041515446,0.00003207319,0.00072846183],"genre_scores_gemma":[0.9995503,0.000004404694,0.00019147678,0.000001150712,5.342558e-7,7.384847e-7,0.000035045072,0.000003984041,0.00021248075],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99994874,0.0000074963677,0.0000014502466,0.000010468178,0.000015305983,0.000016556041],"domain_scores_gemma":[0.99981266,0.000066031156,0.000028546303,0.000012451883,0.000043454835,0.000036725032],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008918199,0.00021972973,0.0001554025,0.00032761678,0.00018072024,0.00014107142,0.00024108287,0.00029861764,0.0017257967],"category_scores_gemma":[0.000324344,0.00015609633,0.0001272824,0.00021444747,0.00029076956,0.00015397968,0.00013248934,0.00014199872,0.00022841389],"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":[0.0018423487,0.00043162945,0.07814302,0.00013610868,0.00009306562,0.0014005615,0.0009766042,0.41147783,0.46280664,0.0012633305,0.0012519497,0.040176906],"study_design_scores_gemma":[0.00002071007,0.00047878549,0.18259989,0.0000100328125,0.00003573005,0.00022739632,0.00041485374,0.7866976,0.028779477,0.0001704223,0.0005410036,0.00002408457],"about_ca_topic_score_codex":0.003248998,"about_ca_topic_score_gemma":0.0056865243,"teacher_disagreement_score":0.003248998,"about_ca_system_score_codex":0.00021200176,"about_ca_system_score_gemma":0.00017544604,"threshold_uncertainty_score":0.00646013},"labels":[],"label_agreement":null},{"id":"W4409063766","doi":"10.1016/j.istruc.2025.108772","title":"Post-fire structural performance of glued-laminated timber columns subjected to real fires","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Fire dynamics and safety research","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":true,"ca_institutions":"Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Fire performance; Structural engineering; Fire resistance; Forensic engineering; Composite material; Materials science; Engineering; Environmental science","score_opus":0.0028918541392079456,"score_gpt":0.23319032047214316,"score_spread":0.23029846633293521,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409063766","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9995783,0.0000148529525,0.00019459309,0.0000017836816,0.0000027815406,0.0000057104867,0.000046051577,0.0000059464896,0.00015000107],"genre_scores_gemma":[0.9989083,0.000022332548,0.00045278843,0.0000064727606,9.1372476e-7,0.0000067932483,0.00010416453,0.000005486669,0.0004928062],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997694,0.000020875197,0.000013165157,0.00003319269,0.000102237274,0.000061158156],"domain_scores_gemma":[0.9994905,0.00011982817,0.00006740598,0.000056708122,0.00017510529,0.00009030804],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034593538,0.00041054317,0.00025957788,0.0002924747,0.0005198789,0.00024637705,0.0004977382,0.00044206966,0.0018014456],"category_scores_gemma":[0.0007623822,0.00027447037,0.00025565762,0.00017285383,0.00055644993,0.00020383783,0.00028917578,0.0004011721,0.00031950715],"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":[0.0019371038,0.00041465936,0.016376542,0.000097520904,0.000034015247,0.00042586713,0.00041394282,0.0097579565,0.96121603,0.000045747514,0.000092525035,0.009188134],"study_design_scores_gemma":[0.000054947348,0.010260418,0.121336915,0.00003153917,0.00006061237,0.0004209845,0.0011971473,0.011124998,0.8546461,0.000042083735,0.00078517944,0.000039145594],"about_ca_topic_score_codex":0.0060909656,"about_ca_topic_score_gemma":0.024687761,"teacher_disagreement_score":0.0060909656,"about_ca_system_score_codex":0.00040328005,"about_ca_system_score_gemma":0.00029483004,"threshold_uncertainty_score":0.012111008},"labels":[],"label_agreement":null},{"id":"W4409124997","doi":"10.1016/j.istruc.2025.108698","title":"High prestressing of externally mounted CFRP plates for prestressed hollow-core slabs strengthening","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Structural Behavior of Reinforced Concrete","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 Waterloo","funders":"Mitacs","keywords":"Core (optical fiber); Materials science; Structural engineering; Prestressed concrete; Composite material; Engineering","score_opus":0.009742503833906782,"score_gpt":0.26023791321516665,"score_spread":0.25049540938125986,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409124997","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9935627,0.00015605745,0.005736444,0.000009020176,0.000009859879,0.000018040086,0.000023352371,0.00006078399,0.00042378274],"genre_scores_gemma":[0.995475,0.00007670368,0.0039660307,0.0000063565176,0.0000031994173,0.000009512871,0.000023871284,0.000008211077,0.00043118082],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99979883,0.000019930518,0.000011466437,0.00003507408,0.0001039871,0.00003083042],"domain_scores_gemma":[0.9997092,0.000048484282,0.00011810936,0.000032471093,0.00006375965,0.00002801643],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024003335,0.0005716251,0.00021192415,0.00027638415,0.00016196795,0.00012328672,0.00027329064,0.0002566624,0.00095310254],"category_scores_gemma":[0.0003108143,0.00019084864,0.00016604479,0.00014090001,0.00038076175,0.00026005774,0.00025472455,0.00047930292,0.000162346],"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":[0.000034577515,0.000010979602,0.00016068242,0.000030250963,0.0000016685525,0.0000263677,0.000023889663,0.0002799349,0.9982216,0.000022800636,0.000007730856,0.0011794856],"study_design_scores_gemma":[0.0000035356836,0.0003160773,0.003240263,0.0000043659065,0.0000059977438,0.000044947657,0.000018021112,0.0008866171,0.9952571,0.000007835254,0.00021052436,0.000004614075],"about_ca_topic_score_codex":0.00059643964,"about_ca_topic_score_gemma":0.0022750814,"teacher_disagreement_score":0.00095310254,"about_ca_system_score_codex":0.00013817988,"about_ca_system_score_gemma":0.0001793538,"threshold_uncertainty_score":0.0031884909},"labels":[],"label_agreement":null},{"id":"W4409190925","doi":"10.1016/j.istruc.2025.108773","title":"Evaluation of optimal alternative between LSF, CFS, and conventional steel structures","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Structural Load-Bearing 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":"École de Technologie Supérieure","funders":"","keywords":"Structural engineering; Materials science; Composite material; Engineering","score_opus":0.019739074209483502,"score_gpt":0.29455123880790657,"score_spread":0.27481216459842306,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409190925","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.6945283,0.0009964348,0.26895192,0.00026019866,0.00007317805,0.0001102317,0.00031446727,0.00024046768,0.034524765],"genre_scores_gemma":[0.97109264,0.00010677781,0.027716592,0.000014028416,0.000009986895,0.000031165935,0.000080507314,0.000017501405,0.00093081093],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99974984,0.000078114055,0.00000654457,0.00004401124,0.00007983967,0.000041593255],"domain_scores_gemma":[0.9995802,0.00021944367,0.000034381443,0.000027284212,0.000117421536,0.0000212874],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006887889,0.0004726343,0.00040043658,0.0010436231,0.00034141543,0.00061301043,0.0006716029,0.0006980823,0.0048018685],"category_scores_gemma":[0.0016258028,0.00016423101,0.00032312764,0.0004238504,0.00041498235,0.0007671085,0.0002509534,0.00023535674,0.00019536467],"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":[0.0008205728,0.00026896526,0.004593397,0.0002917795,0.00005018125,0.00016947904,0.00006906486,0.8075996,0.017488107,0.03257949,0.0017713658,0.13429798],"study_design_scores_gemma":[0.000035254692,0.00029422218,0.0022914275,0.00002568385,0.000033255445,0.000054245098,0.00012001139,0.9887482,0.0025928917,0.0045652585,0.001230819,0.000008764312],"about_ca_topic_score_codex":0.0026333593,"about_ca_topic_score_gemma":0.0043415986,"teacher_disagreement_score":0.0048018685,"about_ca_system_score_codex":0.000629902,"about_ca_system_score_gemma":0.0008235658,"threshold_uncertainty_score":0.016063869},"labels":[],"label_agreement":null},{"id":"W4409267802","doi":"10.1016/j.istruc.2025.108827","title":"Research on alkali corrosion resistance and life prediction of glass fiber recycled concrete based on grey system theory","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Recycled Aggregate Concrete Performance","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 British Columbia, Okanagan Campus; University of British Columbia","funders":"Natural Science Foundation of Jiangxi Province; National Natural Science Foundation of China","keywords":"Corrosion; Alkali metal; Materials science; Glass fiber; Fiber; Composite material; Forensic engineering; Engineering; Chemistry; Organic chemistry","score_opus":0.013557776673221403,"score_gpt":0.25732788447848715,"score_spread":0.24377010780526576,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409267802","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.86160845,0.0009846753,0.13115396,0.00021362586,0.000026824686,0.000024336685,0.00006634009,0.00026699388,0.005654811],"genre_scores_gemma":[0.99652004,0.0002760489,0.0021344707,0.0000048430866,0.0000054626476,0.000003479347,0.000026721345,0.0000067307665,0.0010222782],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99973434,0.000045319008,0.000009807916,0.00006405246,0.00012286776,0.000023648003],"domain_scores_gemma":[0.99977297,0.00010318287,0.000024049436,0.000016775864,0.000072468305,0.000010513497],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00033390246,0.0005037911,0.0005102115,0.0005554897,0.00031576699,0.00053376175,0.0005149166,0.0005694798,0.00075375714],"category_scores_gemma":[0.00069625356,0.00023306916,0.0007548044,0.00053936784,0.00044292808,0.0009569775,0.00020379604,0.0003768595,0.0001159775],"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":[0.00010353722,0.00006548389,0.0070484616,0.00018931647,0.0000764923,0.00013496434,0.00016959589,0.9112459,0.03949243,0.005072649,0.0003143649,0.036086854],"study_design_scores_gemma":[0.00000390907,0.000050709546,0.0032521125,0.0000043552513,0.000033525084,0.00001485999,0.000031069892,0.98662853,0.008644997,0.001103234,0.00021995316,0.000012673241],"about_ca_topic_score_codex":0.020757522,"about_ca_topic_score_gemma":0.010501298,"teacher_disagreement_score":0.020757522,"about_ca_system_score_codex":0.00079336646,"about_ca_system_score_gemma":0.00072320463,"threshold_uncertainty_score":0.041273415},"labels":[],"label_agreement":null},{"id":"W4409431104","doi":"10.1016/j.istruc.2025.108802","title":"Reliable determination of peak shear strength of H-shaped concrete squat walls using explainable machine learning techniques","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Structural Health Monitoring Techniques","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 Manitoba","funders":"King Saud University","keywords":"Squat; Shear strength (soil); Structural engineering; Materials science; Shear (geology); Geotechnical engineering; Composite material; Computer science; Geology; Engineering","score_opus":0.012653814924181887,"score_gpt":0.29081507872565465,"score_spread":0.27816126380147277,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409431104","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":[0.4631665,0.0001184508,0.53517157,0.00006759481,0.0000101502455,0.000013260882,0.00012986604,0.000742656,0.0005799508],"genre_scores_gemma":[0.9625036,0.000032035583,0.03704479,0.000007629507,0.000005741703,0.000009617689,0.00012460032,0.000022473267,0.0002495687],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99982965,0.000042503365,0.0000067454803,0.000052391235,0.000050785675,0.000017830338],"domain_scores_gemma":[0.99904865,0.00045318148,0.00019678671,0.000119042845,0.00015029796,0.00003204077],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031683204,0.00053833006,0.0002930796,0.0006310759,0.00016411612,0.00025756352,0.00049204915,0.00065507484,0.00059934135],"category_scores_gemma":[0.0015017506,0.00023631373,0.0002558371,0.00032077928,0.00033393074,0.00056643906,0.00035094158,0.0005021512,0.00020828069],"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":[0.00040462817,0.00015249384,0.032517757,0.00014630253,0.00012086759,0.0002672917,0.00017137431,0.43599862,0.30432957,0.0020678046,0.00068812177,0.22313517],"study_design_scores_gemma":[0.0000059987524,0.00004554508,0.012489575,0.0000043567875,0.000009710081,0.000034857574,0.000017841237,0.96969664,0.016610423,0.00093844376,0.00013674729,0.000009863369],"about_ca_topic_score_codex":0.0010033519,"about_ca_topic_score_gemma":0.0023396772,"teacher_disagreement_score":0.0010033519,"about_ca_system_score_codex":0.00021213117,"about_ca_system_score_gemma":0.00027282463,"threshold_uncertainty_score":0.0020050406},"labels":[],"label_agreement":null},{"id":"W4409431827","doi":"10.1016/j.istruc.2025.108810","title":"Nonlinearity as a damage index for structural health monitoring using random decrement technique","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Structural Health Monitoring Techniques","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 Toronto","funders":"Natural Sciences and Engineering Research Council of Canada; Toronto Metropolitan University","keywords":"Structural health monitoring; Nonlinear system; Index (typography); Structural engineering; Materials science; Computer science; Engineering; Physics","score_opus":0.0254107638493972,"score_gpt":0.37586334972118657,"score_spread":0.35045258587178935,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409431827","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.5870545,0.00061071565,0.4085503,0.00010696954,0.000030375573,0.00008660427,0.00021297448,0.0005547091,0.0027927624],"genre_scores_gemma":[0.95124465,0.00020172367,0.047417235,0.000019858477,0.000011575286,0.000045770492,0.0001463681,0.000019065901,0.0008938421],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99968827,0.000057810845,0.000016272399,0.00006737779,0.00014614355,0.000024185762],"domain_scores_gemma":[0.9995442,0.00013907874,0.00014007653,0.000055609664,0.000099246565,0.00002167522],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003889281,0.0004900787,0.00026072754,0.0012578502,0.00014661584,0.00025737964,0.00030238298,0.0003372356,0.0006688174],"category_scores_gemma":[0.00079794443,0.000141832,0.00027992527,0.00057991367,0.00024220835,0.0006472406,0.00041519542,0.00030293732,0.00021491703],"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":[0.00045099837,0.00025258877,0.06484334,0.00036736208,0.00010671582,0.00039546308,0.00040258927,0.070939705,0.5566597,0.0026394583,0.0006742989,0.30226782],"study_design_scores_gemma":[0.000017297136,0.00077048125,0.11968396,0.000048227874,0.00009662226,0.0007180843,0.00021417846,0.74518937,0.12959312,0.0017171272,0.0018415455,0.0001100195],"about_ca_topic_score_codex":0.00060105976,"about_ca_topic_score_gemma":0.0011960759,"teacher_disagreement_score":0.0012578502,"about_ca_system_score_codex":0.00023280378,"about_ca_system_score_gemma":0.00016038377,"threshold_uncertainty_score":0.0022374392},"labels":[],"label_agreement":null},{"id":"W4409540076","doi":"10.1016/j.istruc.2025.108947","title":"Effects of square spiral pitch and tie overlap on the behavior of GFRP-reinforced concrete columns under concentric and eccentric loads","year":2025,"lang":"en","type":"article","venue":"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","keywords":"Concentric; Eccentric; Spiral (railway); Square (algebra); Structural engineering; Fibre-reinforced plastic; Materials science; Composite material; Engineering; Geometry; Mathematics; Mechanical engineering","score_opus":0.005029109300343573,"score_gpt":0.21726590212669109,"score_spread":0.2122367928263475,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409540076","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99958986,0.000024030816,0.0002553474,0.0000012694009,7.618871e-7,0.0000027976068,0.000012578532,0.000005522088,0.000107965105],"genre_scores_gemma":[0.9995552,0.000023731393,0.00027939476,0.000002106572,5.0503854e-7,0.0000032343758,0.000018837298,0.000003287372,0.00011369991],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99971586,0.000039168135,0.000021808835,0.000055040055,0.00010344398,0.00006471186],"domain_scores_gemma":[0.999186,0.00028531335,0.00023041412,0.000063618325,0.00012081297,0.0001139916],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000322829,0.00039935907,0.00022390408,0.00033842694,0.00021026225,0.00014845705,0.00019156751,0.00019015605,0.00092683197],"category_scores_gemma":[0.00084219,0.00026583867,0.00015608234,0.00019749434,0.000499863,0.0002705506,0.0003182106,0.00018936518,0.000119036864],"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":[0.00064454536,0.0001027007,0.012525451,0.00006657506,0.000015131302,0.00021810208,0.000210058,0.0075286063,0.971324,0.000041030227,0.000018747063,0.007305018],"study_design_scores_gemma":[0.000022217408,0.0031020872,0.11014757,0.000020054344,0.000044168875,0.000327589,0.0004144307,0.014864827,0.87059295,0.00005698015,0.0003815867,0.000025507217],"about_ca_topic_score_codex":0.0012181696,"about_ca_topic_score_gemma":0.004910783,"teacher_disagreement_score":0.0012181696,"about_ca_system_score_codex":0.00019494673,"about_ca_system_score_gemma":0.0002276223,"threshold_uncertainty_score":0.0031005144},"labels":[],"label_agreement":null},{"id":"W4409595547","doi":"10.1016/j.istruc.2025.108886","title":"A novel analytical model for axial load and coupling ratio of balloon-type cross-laminated timber coupled shear walls","year":2025,"lang":"en","type":"article","venue":"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":"FPInnovations; University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Shear (geology); Shear wall; Materials science; Coupling (piping); Balloon; Composite material; Engineering; Surgery","score_opus":0.017061999028023803,"score_gpt":0.2687358999897318,"score_spread":0.251673900961708,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409595547","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":[0.021909747,0.0001728493,0.96998996,0.00007714722,0.000042887576,0.000046901077,0.00011284628,0.00032855195,0.0073190816],"genre_scores_gemma":[0.8365683,0.00075934094,0.14713098,0.00010679948,0.000068876856,0.00035380913,0.00031016362,0.00022262044,0.014479125],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99969053,0.000047568297,0.000017135892,0.00006849136,0.00013629529,0.000039894952],"domain_scores_gemma":[0.99977773,0.000069724665,0.00003819358,0.00002097281,0.00008416522,0.000009303514],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035157567,0.0008078903,0.0005137858,0.000753811,0.00040539328,0.0008350219,0.0017777493,0.0014582041,0.0019561083],"category_scores_gemma":[0.00087415695,0.00056889356,0.00095055246,0.00060653826,0.0005283129,0.00094287243,0.0005093116,0.0006549656,0.00079331885],"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":[0.000015369653,0.000031658976,0.0008527678,0.00007472395,0.000012459194,0.00020104056,0.00009670892,0.96246785,0.012569411,0.0067434367,0.0004982309,0.016436331],"study_design_scores_gemma":[0.0000012125821,0.0000057375064,0.0000816438,0.000003875802,0.0000026507007,0.000020404466,0.000011786472,0.99849474,0.00053823786,0.0004091154,0.0004268566,0.00000368876],"about_ca_topic_score_codex":0.0062563065,"about_ca_topic_score_gemma":0.005651847,"teacher_disagreement_score":0.0062563065,"about_ca_system_score_codex":0.00061732775,"about_ca_system_score_gemma":0.0011560621,"threshold_uncertainty_score":0.012439787},"labels":[],"label_agreement":null},{"id":"W4409720353","doi":"10.1016/j.istruc.2025.109015","title":"Shaking table tests of one and two story masonry building models seismically augmented with plastic waste reinforced cementitious composite","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Masonry and Concrete Structural 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":"University of Windsor","funders":"Ministry of Education, India; Ministry of Education","keywords":"Masonry; Earthquake shaking table; Cementitious; Composite number; Structural engineering; Fibre-reinforced plastic; Table (database); Geotechnical engineering; Materials science; Engineering; Geology; Forensic engineering; Composite material; Cement; Computer science","score_opus":0.005566196248759581,"score_gpt":0.20338759220830793,"score_spread":0.19782139595954834,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409720353","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9950847,0.000021294052,0.0014998377,0.000018019484,0.000011821582,0.000013337848,0.00029294027,0.00006255269,0.0029955201],"genre_scores_gemma":[0.9974431,0.00002417982,0.00047925772,0.000005547152,0.0000022932488,0.000007683961,0.00025567602,0.000014148368,0.0017681522],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99961627,0.000042160988,0.000026129219,0.000055771838,0.00016139486,0.00009828288],"domain_scores_gemma":[0.9994553,0.0002623838,0.000039732604,0.000050629682,0.00008742996,0.000104639956],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00034703998,0.0006113659,0.00056183606,0.0005946176,0.000530185,0.00046856984,0.00088050676,0.00091439544,0.0074390755],"category_scores_gemma":[0.0009685009,0.00049543584,0.0005614418,0.00070136116,0.00083781814,0.00034738306,0.0005474527,0.00046902118,0.0006702885],"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":[0.0048414287,0.0005820956,0.010700988,0.0002759252,0.00010528148,0.00242995,0.0019046387,0.3787711,0.57889396,0.0017537429,0.0009834351,0.018757455],"study_design_scores_gemma":[0.0002770291,0.0039682495,0.12553822,0.000049121347,0.00023707829,0.0005303586,0.0025651138,0.5731368,0.29072225,0.00060815597,0.0022374887,0.00013009229],"about_ca_topic_score_codex":0.012994963,"about_ca_topic_score_gemma":0.020405414,"teacher_disagreement_score":0.012994963,"about_ca_system_score_codex":0.00057276874,"about_ca_system_score_gemma":0.0006029808,"threshold_uncertainty_score":0.025838673},"labels":[],"label_agreement":null},{"id":"W4409787989","doi":"10.1016/j.istruc.2025.109018","title":"Design method of wood scrimber beams: Strength and stability analysis for failure prevention","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Wood Treatment and Properties","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 New Brunswick","funders":"China Postdoctoral Science Foundation","keywords":"Stability (learning theory); Materials science; Structural engineering; Composite material; Engineering; Computer science","score_opus":0.02078508907928588,"score_gpt":0.2725341934043862,"score_spread":0.25174910432510034,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409787989","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":[0.0071562636,0.0000763001,0.9889613,0.000029439714,0.000020452691,0.00006997852,0.000029306098,0.00023010487,0.0034268526],"genre_scores_gemma":[0.22428676,0.00024181188,0.7607223,0.0000771765,0.000024664761,0.00038787004,0.00009498521,0.00021192542,0.013952464],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995778,0.000083638995,0.000012209803,0.00005197673,0.00025501312,0.00001935941],"domain_scores_gemma":[0.9997453,0.000049410894,0.000029271747,0.000025546957,0.00014104274,0.000009467937],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005475941,0.0005165568,0.0003128815,0.00059879606,0.0004581441,0.0003539508,0.0008208264,0.0004596681,0.005857012],"category_scores_gemma":[0.0005511419,0.00034227045,0.0003853703,0.00029673462,0.00024840978,0.0003037656,0.00023731035,0.00045831985,0.0010365349],"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":[0.00015132809,0.00022297152,0.0019379741,0.00053218997,0.000071776885,0.0001163636,0.00039748894,0.17237186,0.31628692,0.035207357,0.0045910603,0.4681127],"study_design_scores_gemma":[0.00005499734,0.00043754512,0.0031175057,0.000066256376,0.00008334063,0.00033829524,0.00009134307,0.837358,0.11641949,0.005011234,0.03696256,0.000059424576],"about_ca_topic_score_codex":0.0013018096,"about_ca_topic_score_gemma":0.0035090947,"teacher_disagreement_score":0.005857012,"about_ca_system_score_codex":0.00035777432,"about_ca_system_score_gemma":0.0008260652,"threshold_uncertainty_score":0.019593716},"labels":[],"label_agreement":null},{"id":"W4409852080","doi":"10.1016/j.istruc.2025.108882","title":"Investigation of the degree of composite action in composite beams with precast concrete hollow core slabs","year":2025,"lang":"en","type":"article","venue":"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":"Université de Sherbrooke","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada; Fonds de recherche du Québec; Université de Sherbrooke","keywords":"Precast concrete; Composite number; Core (optical fiber); Structural engineering; Materials science; Degree (music); Composite material; Engineering; Acoustics; Physics","score_opus":0.026857696011910723,"score_gpt":0.2340150878355023,"score_spread":0.20715739182359155,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409852080","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.997797,0.00014372631,0.0015053514,0.000003879933,0.0000021768396,0.000011343451,0.000029557777,0.00001625147,0.00049074326],"genre_scores_gemma":[0.99740356,0.000073371855,0.0021295247,0.0000062957924,0.0000013282873,0.0000062439212,0.00003941804,0.0000039616098,0.00033630242],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9995515,0.0000403171,0.000021413925,0.00006156166,0.0002616197,0.000063561034],"domain_scores_gemma":[0.99895215,0.00024117128,0.0002692565,0.000059599195,0.00036326356,0.00011459137],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00064753706,0.0003144077,0.00021312396,0.00068122044,0.00020800425,0.0001996147,0.00024143413,0.00031442867,0.0007756319],"category_scores_gemma":[0.000634849,0.0002150273,0.00020980186,0.0002774923,0.00042140632,0.00022531193,0.00031100874,0.00036074838,0.00014356358],"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":[0.00005484751,0.000019422509,0.0036307385,0.000034624365,0.000004116224,0.000054039214,0.000111231944,0.00036145837,0.99401784,0.000036093064,0.000008097472,0.001667419],"study_design_scores_gemma":[0.0000051687566,0.0008174064,0.10058155,0.000011186737,0.000023564764,0.00026630648,0.00027576354,0.0041773766,0.8932487,0.000037240614,0.0005372181,0.000018457094],"about_ca_topic_score_codex":0.0013722694,"about_ca_topic_score_gemma":0.0031524235,"teacher_disagreement_score":0.0013722694,"about_ca_system_score_codex":0.00018745697,"about_ca_system_score_gemma":0.00027995382,"threshold_uncertainty_score":0.0034245253},"labels":[],"label_agreement":null},{"id":"W4409915330","doi":"10.1016/j.istruc.2025.109050","title":"Effect of hold-down systems on the lateral performance of mid-rise light-frame wood shear walls under earthquakes – A comprehensive numerical study","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Wood Treatment and Properties","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":"University of Victoria","funders":"FPInnovations; University of Victoria; Natural Sciences and Engineering Research Council of Canada; Cicely Saunders International","keywords":"Shear wall; Frame (networking); Structural engineering; High rise; Shear (geology); Low-rise; Geology; Materials science; Engineering; Composite material; Mechanical engineering","score_opus":0.0078731239603771,"score_gpt":0.22337331578642108,"score_spread":0.215500191826044,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409915330","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.998442,0.000051262574,0.0007539823,0.000013878545,0.0000054360257,0.0000026411794,0.000024969544,0.00001533513,0.0006904498],"genre_scores_gemma":[0.9997087,0.000017179058,0.0000768749,0.0000024398917,8.006588e-7,0.0000010035609,0.000010714995,0.0000020821115,0.00018005792],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998882,0.000021324078,0.0000060212574,0.00001384103,0.000020054862,0.000050553645],"domain_scores_gemma":[0.99950266,0.00025017548,0.000082575614,0.00004043704,0.000051963307,0.00007215436],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027235318,0.00035966875,0.00034299167,0.00031162196,0.00044796552,0.000514276,0.00036564318,0.0007431365,0.0017292917],"category_scores_gemma":[0.001045724,0.00019033925,0.00034814278,0.00017429637,0.00053939637,0.00051338854,0.00041049995,0.00029986037,0.00018140633],"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":[0.0012721515,0.0004649816,0.017872494,0.00012881031,0.000062391744,0.0010862299,0.00025374285,0.8593107,0.10522654,0.00079417357,0.0002966677,0.0132311275],"study_design_scores_gemma":[0.00006474774,0.0018915208,0.058083985,0.000029073202,0.00014528382,0.00016061345,0.0007326655,0.8957382,0.042453602,0.00029460166,0.0003479837,0.00005769096],"about_ca_topic_score_codex":0.0023622147,"about_ca_topic_score_gemma":0.0025227293,"teacher_disagreement_score":0.0023622147,"about_ca_system_score_codex":0.0002769286,"about_ca_system_score_gemma":0.00019623802,"threshold_uncertainty_score":0.0057849884},"labels":[],"label_agreement":null},{"id":"W4410052289","doi":"10.1016/j.istruc.2025.109071","title":"Performance evaluation of steel angles using different retrofitting methods in transmission towers","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Vibration and Dynamic 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":"Dillon Consulting","funders":"National Natural Science Foundation of China","keywords":"Retrofitting; Structural engineering; Construction engineering; Engineering; Transmission (telecommunications); Civil engineering; Computer science; Architectural engineering; Forensic engineering; Telecommunications","score_opus":0.023094658493439526,"score_gpt":0.3384320351011555,"score_spread":0.315337376607716,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410052289","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9579082,0.00020386008,0.040089913,0.000011960982,0.000023797827,0.000013888617,0.000059463004,0.00026726077,0.0014216804],"genre_scores_gemma":[0.99027413,0.00007310999,0.008963349,0.0000034862728,0.0000043646455,0.000006121296,0.00006470512,0.000026881506,0.00058388675],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9993074,0.0001943642,0.000049328526,0.00014276378,0.00022301226,0.00008315941],"domain_scores_gemma":[0.99873966,0.00044414523,0.0002099739,0.00015210379,0.00037874395,0.000075354954],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009414232,0.00084626605,0.00053007435,0.0008561617,0.0002869933,0.0005780879,0.0006643919,0.0005494268,0.0016875499],"category_scores_gemma":[0.0015576918,0.00024516415,0.00040315493,0.0006319998,0.0002300476,0.0005524005,0.00027043457,0.00026167388,0.0004782469],"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":[0.0039803805,0.0007409737,0.021642502,0.00053597207,0.00014080277,0.00016666033,0.00034368617,0.31878415,0.37934437,0.0005413002,0.00039562944,0.2733836],"study_design_scores_gemma":[0.00010249249,0.0060771955,0.04873044,0.000046928377,0.00023255714,0.00015987061,0.00042421353,0.6763084,0.2663551,0.0001532605,0.0013269479,0.00008265308],"about_ca_topic_score_codex":0.0011723003,"about_ca_topic_score_gemma":0.0017383578,"teacher_disagreement_score":0.0016875499,"about_ca_system_score_codex":0.00023420615,"about_ca_system_score_gemma":0.00020094783,"threshold_uncertainty_score":0.005645454},"labels":[],"label_agreement":null},{"id":"W4410391949","doi":"10.1016/j.istruc.2025.109165","title":"A simplified method to determine the load-bearing capacity of CLT panels under the axially compressive load parallel to the longitudinal laminations","year":2025,"lang":"en","type":"article","venue":"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":"University of Alberta","funders":"National Natural Science Foundation of China","keywords":"Axial symmetry; Load bearing; Structural engineering; Bearing capacity; Bearing (navigation); Computer science; Materials science; Engineering","score_opus":0.031065704249408833,"score_gpt":0.29413342148412736,"score_spread":0.2630677172347185,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410391949","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":[0.040027488,0.00012334107,0.9510488,0.000029167115,0.000028314284,0.00013887967,0.00035226526,0.000681833,0.0075700004],"genre_scores_gemma":[0.7264804,0.00028315853,0.26201054,0.000059168702,0.00003987018,0.000577875,0.0006096677,0.00016177403,0.00977753],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998087,0.000023213268,0.0000070108795,0.00004223745,0.000102247344,0.000016549795],"domain_scores_gemma":[0.9997565,0.00006793381,0.000026569845,0.000045748435,0.00009312144,0.000010106188],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001778823,0.0005768973,0.00046751497,0.0010995216,0.0004421685,0.00036200412,0.00078962935,0.00045293392,0.007497803],"category_scores_gemma":[0.0007580785,0.00030212538,0.0003502389,0.000605595,0.00039808764,0.0006185486,0.00032231663,0.00039928503,0.0013114105],"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":[0.00015321866,0.00016211678,0.002962346,0.0005006848,0.000058050908,0.0002629832,0.00024062142,0.27056885,0.4830795,0.017453857,0.0027460407,0.22181165],"study_design_scores_gemma":[0.000014823524,0.00006464024,0.00512778,0.00001585761,0.000021548114,0.00019924008,0.000038143673,0.9441444,0.044197716,0.002017348,0.004120301,0.000038311446],"about_ca_topic_score_codex":0.0046706856,"about_ca_topic_score_gemma":0.0071930694,"teacher_disagreement_score":0.007497803,"about_ca_system_score_codex":0.00044364328,"about_ca_system_score_gemma":0.0007423098,"threshold_uncertainty_score":0.025082707},"labels":[],"label_agreement":null},{"id":"W4410463408","doi":"10.1016/j.istruc.2025.109206","title":"Simplified structural analysis framework for buildings under combined earthquake and tsunami loads","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Earthquake and Tsunami Effects","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":"York University","funders":"","keywords":"Seismology; Structural engineering; Earthquake simulation; Earthquake resistance; Geology; Forensic engineering; Engineering; Geotechnical engineering","score_opus":0.005484956205832148,"score_gpt":0.25547291926509524,"score_spread":0.2499879630592631,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410463408","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":[0.013411199,0.0006477558,0.9700946,0.00015079638,0.000046576453,0.00006544373,0.00027677882,0.00022480724,0.015082103],"genre_scores_gemma":[0.7679556,0.0031237286,0.19749893,0.0001732183,0.00027737336,0.00069100235,0.001051234,0.00039662575,0.028832292],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996344,0.00010884631,0.000014467681,0.00005585642,0.00013883576,0.000047635993],"domain_scores_gemma":[0.99983835,0.000047411144,0.000023686489,0.000016824164,0.00006086655,0.000012802127],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00051700877,0.0010845735,0.00084120705,0.0011446064,0.0004990265,0.0014980551,0.0015859295,0.0011429344,0.005195388],"category_scores_gemma":[0.0006610725,0.00049035583,0.0015332119,0.0006394967,0.00081118307,0.0008035788,0.0011038082,0.0008050358,0.001468905],"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":[0.000014018377,0.000019068157,0.00026726464,0.00007950363,0.00002431388,0.00014890876,0.00010645643,0.9284004,0.0043446072,0.056748793,0.00051837787,0.009328294],"study_design_scores_gemma":[0.0000030193123,0.000016513233,0.00019898266,0.0000126678015,0.000009637522,0.000028701294,0.00003804023,0.98567665,0.00021679577,0.0114276325,0.0023644154,0.000006907499],"about_ca_topic_score_codex":0.012639312,"about_ca_topic_score_gemma":0.009399376,"teacher_disagreement_score":0.012639312,"about_ca_system_score_codex":0.00089133007,"about_ca_system_score_gemma":0.0009078433,"threshold_uncertainty_score":0.025131464},"labels":[],"label_agreement":null},{"id":"W4410475036","doi":"10.1016/j.istruc.2025.109214","title":"Insights into two triethanolamine-derived corrosion inhibitors on the bonding behavior of corroded rebars in concrete","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Concrete Corrosion and Durability","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 Victoria","funders":"Higher Education Discipline Innovation Project; National Natural Science Foundation of China","keywords":"Triethanolamine; Corrosion; Materials science; Composite material; Structural engineering; Metallurgy; Engineering; Chemistry; Organic chemistry","score_opus":0.009506039565091622,"score_gpt":0.24697950099217725,"score_spread":0.2374734614270856,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410475036","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9920906,0.0015038742,0.0044939048,0.000067947076,0.000009353873,0.000014409103,0.00006105159,0.000023058268,0.0017358955],"genre_scores_gemma":[0.99643576,0.0007967836,0.0011014359,0.000027063525,0.0000036102945,0.0000048184265,0.000055668985,0.000008227071,0.0015667515],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.999897,0.000017209992,0.000005454248,0.000016713093,0.00003260353,0.000030955838],"domain_scores_gemma":[0.9998549,0.000029677269,0.000047528323,0.000011558759,0.00004284455,0.000013451532],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017871756,0.00033245716,0.00022596701,0.00013755517,0.000111879985,0.00033201373,0.0003533731,0.00034902175,0.0013134523],"category_scores_gemma":[0.00020635755,0.00014857431,0.00023433012,0.000086756394,0.00027579794,0.00037905376,0.00020305143,0.0005009565,0.00024242878],"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":[0.00010371274,0.000028266304,0.00026726152,0.000057301833,0.000008207839,0.00006293526,0.00003291104,0.0003249356,0.99761933,0.00024466985,0.000015763386,0.0012346444],"study_design_scores_gemma":[0.0000026445532,0.00013730417,0.0012815885,0.00000442458,0.000012006764,0.000041915875,0.00004908854,0.0010296964,0.9968252,0.000037663704,0.00057466206,0.0000038748904],"about_ca_topic_score_codex":0.0014205681,"about_ca_topic_score_gemma":0.0020166,"teacher_disagreement_score":0.0014205681,"about_ca_system_score_codex":0.00022203136,"about_ca_system_score_gemma":0.00017911369,"threshold_uncertainty_score":0.004393935},"labels":[],"label_agreement":null},{"id":"W4410538490","doi":"10.1016/j.istruc.2025.108936","title":"Influence of material properties and reinforcement on the compressive and shear strengths of concrete masonry: An experimental study","year":2025,"lang":"en","type":"article","venue":"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":"Concordia University","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada; Canada Masonry Design Centre","keywords":"Masonry; Reinforcement; Compressive strength; Shear (geology); Materials science; Structural engineering; Composite material; Geotechnical engineering; Engineering","score_opus":0.009037615426259062,"score_gpt":0.22862264022681955,"score_spread":0.2195850248005605,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410538490","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99925417,0.00007590912,0.00025472834,0.0000033386825,0.0000028531813,0.000016963704,0.000051527917,0.0000043150094,0.00033613245],"genre_scores_gemma":[0.99852246,0.00015854137,0.00075033435,0.0000065557197,0.000004374796,0.000024702647,0.00007598429,0.0000041940407,0.00045277478],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99948126,0.00007694858,0.00004322121,0.00009258316,0.0002208514,0.00008506026],"domain_scores_gemma":[0.998728,0.00054275687,0.00024086663,0.00013172801,0.00025817007,0.00009856746],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006655244,0.0004993865,0.00032362,0.00039089235,0.0003835968,0.0002289125,0.0003467316,0.00050182437,0.0019384394],"category_scores_gemma":[0.0009825545,0.0002828686,0.00037075454,0.00035147296,0.0006082985,0.00037640368,0.00045695598,0.00063431007,0.00025626578],"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":[0.00090244366,0.001698277,0.010430437,0.00017980598,0.00002400845,0.0001979555,0.00024904002,0.0034103876,0.9767022,0.0001025224,0.00005280613,0.0060501806],"study_design_scores_gemma":[0.00007042526,0.019674327,0.09183437,0.000035405865,0.00012524225,0.00033013968,0.00044354814,0.007817972,0.8781635,0.00012836547,0.0013227469,0.00005396768],"about_ca_topic_score_codex":0.000952669,"about_ca_topic_score_gemma":0.0020198403,"teacher_disagreement_score":0.0019384394,"about_ca_system_score_codex":0.00022969411,"about_ca_system_score_gemma":0.00025970142,"threshold_uncertainty_score":0.0064846873},"labels":[],"label_agreement":null},{"id":"W4410706738","doi":"10.1016/j.istruc.2025.109137","title":"A general solution for predicting the interfacial debonding in plated beams","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Mechanical Behavior of Composites","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":"Hatch (Canada)","funders":"","keywords":"Materials science; Structural engineering; Composite material; Beam (structure); Engineering","score_opus":0.010618671902057375,"score_gpt":0.25907395051258164,"score_spread":0.24845527861052427,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410706738","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":[0.020991763,0.00022770191,0.97491974,0.000112283844,0.000032624488,0.0000885737,0.0000895613,0.00021555959,0.0033221855],"genre_scores_gemma":[0.48792905,0.0017567025,0.48487595,0.00020442768,0.000113637885,0.00061312714,0.00035238764,0.00024347243,0.023911197],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99976283,0.000037683232,0.000013718298,0.00005490554,0.00010913774,0.000021676839],"domain_scores_gemma":[0.9997768,0.00009619471,0.00002791026,0.000015522597,0.00007458197,0.000009059812],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000573945,0.0010045958,0.0005588764,0.0008037301,0.00029352895,0.00049291266,0.0009286352,0.0023720374,0.0017089801],"category_scores_gemma":[0.00197072,0.00059148646,0.00085991935,0.0005288898,0.0004997067,0.0007396519,0.00074502546,0.0009253968,0.0006599082],"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":[0.0000117685195,0.000028887356,0.00063125923,0.00012371643,0.00001164993,0.00014605996,0.00007714647,0.94076335,0.019829327,0.008530175,0.00047868473,0.029368047],"study_design_scores_gemma":[0.0000049564346,0.000027170718,0.00022652191,0.000013245272,0.0000049587984,0.00003914935,0.000020606129,0.9938875,0.0022963414,0.0025251084,0.00094756385,0.0000068567883],"about_ca_topic_score_codex":0.0039520985,"about_ca_topic_score_gemma":0.005081874,"teacher_disagreement_score":0.0039520985,"about_ca_system_score_codex":0.00042066022,"about_ca_system_score_gemma":0.0012591537,"threshold_uncertainty_score":0.007858157},"labels":[],"label_agreement":null},{"id":"W4410735295","doi":"10.1016/j.istruc.2025.109248","title":"Size-scale and time-scale effects on the failure of UHPC-strengthened reinforced concrete beams","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":13,"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":"National Natural Science Foundation of China; St. Thomas University; Shantou University","keywords":"Scale (ratio); Reinforced concrete; Structural engineering; Materials science; Scale effects; Composite material; Engineering; Physics","score_opus":0.0028558297132305747,"score_gpt":0.1974035005898511,"score_spread":0.19454767087662053,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410735295","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979049,0.00012423791,0.0008031986,0.000025088648,0.000011562839,0.0000039181114,0.000072775525,0.000053504125,0.0010008015],"genre_scores_gemma":[0.9995421,0.000040339488,0.00007474894,0.000004691879,0.0000037163738,0.0000016917588,0.000025463594,0.0000127942085,0.0002945428],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99990404,0.000014604654,0.0000034580853,0.000013897489,0.000037802052,0.000026207124],"domain_scores_gemma":[0.99819213,0.0011333796,0.00021313349,0.000118816875,0.00020182885,0.00014075366],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022941877,0.00021473411,0.00021237036,0.00034134224,0.00017103514,0.00018112946,0.00025720082,0.00037938566,0.00547744],"category_scores_gemma":[0.0019273125,0.00020794773,0.00021388591,0.00016156059,0.00047785477,0.00031597418,0.0002089297,0.00033565718,0.0002803168],"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":[0.0012452978,0.00019688532,0.007824051,0.00015307934,0.000038666225,0.00056596624,0.0001709638,0.06379474,0.9120341,0.0005713786,0.00039840525,0.013006359],"study_design_scores_gemma":[0.00006780616,0.0015782878,0.22813949,0.000027916956,0.00009522832,0.00036500712,0.00032720962,0.19676696,0.5713017,0.0004421378,0.0008048626,0.00008338161],"about_ca_topic_score_codex":0.0017704876,"about_ca_topic_score_gemma":0.0024399536,"teacher_disagreement_score":0.00547744,"about_ca_system_score_codex":0.000272165,"about_ca_system_score_gemma":0.00017973695,"threshold_uncertainty_score":0.018323839},"labels":[],"label_agreement":null},{"id":"W4410873696","doi":"10.1016/j.istruc.2025.109162","title":"Structural behaviour and design of concrete-filled stainless steel tubular stub columns with circular and square cross-sections subjected to combined compression and bending","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Structural Load-Bearing 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":"National Research Council Canada","funders":"National Natural Science Foundation of China","keywords":"Stub (electronics); Structural engineering; Materials science; Square (algebra); Compression (physics); Bending; Composite material; Engineering; Mathematics; Geometry","score_opus":0.009102886248985104,"score_gpt":0.24474875705025437,"score_spread":0.23564587080126925,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410873696","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98695916,0.000047107973,0.011120451,0.000023255996,0.000005744549,0.00002507207,0.00006901909,0.000048200276,0.0017020245],"genre_scores_gemma":[0.9957172,0.00003013064,0.0029291147,0.0000033223278,0.000001265996,0.000014989558,0.00005111288,0.000010640487,0.001242181],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999012,0.00001980802,0.0000030233348,0.000013120375,0.000045528668,0.000017332906],"domain_scores_gemma":[0.99980706,0.00006744752,0.00003833534,0.000015136717,0.00004122005,0.00003076488],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025734678,0.00028333958,0.00030109767,0.0003904957,0.00032437523,0.00024481822,0.00048814624,0.0004989274,0.0013600353],"category_scores_gemma":[0.00039178715,0.00025484528,0.00023693305,0.00019486682,0.0005823239,0.0001289787,0.0001636673,0.00015655917,0.00020044434],"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":[0.00040082572,0.00013996832,0.0032429583,0.00011557121,0.0000210974,0.00024152736,0.00016676921,0.5497442,0.43432948,0.0010146194,0.000205446,0.01037761],"study_design_scores_gemma":[0.000044010918,0.0011261504,0.018891342,0.000017241631,0.000041774296,0.00012712447,0.00026560514,0.88799274,0.09039922,0.000356544,0.00071229594,0.000026015645],"about_ca_topic_score_codex":0.0028074847,"about_ca_topic_score_gemma":0.00812585,"teacher_disagreement_score":0.0028074847,"about_ca_system_score_codex":0.0003480643,"about_ca_system_score_gemma":0.00073775544,"threshold_uncertainty_score":0.0055823326},"labels":[],"label_agreement":null},{"id":"W4410909015","doi":"10.1016/j.istruc.2025.109299","title":"Behavioral insights into beams shear strengthened with externally bonded and mechanically fastened CFRP strips","year":2025,"lang":"en","type":"article","venue":"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":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"King Khalid University; Helwan University; Deanship of Scientific Research, King Khalid University","keywords":"Shear (geology); STRIPS; Materials science; Structural engineering; Composite material; Engineering","score_opus":0.005590380458525138,"score_gpt":0.22639041588433392,"score_spread":0.22080003542580878,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410909015","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9960969,0.000013709954,0.0025007527,0.00002212399,0.0000023500777,0.0000046926507,0.000024486968,0.000010269142,0.001324759],"genre_scores_gemma":[0.99861765,0.000018996923,0.0006914972,0.000007810789,6.525097e-7,0.0000041566104,0.000018242612,0.000002782434,0.00063829555],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99994457,0.0000116839965,0.0000011242214,0.000011001858,0.000018868248,0.0000128547745],"domain_scores_gemma":[0.999913,0.000031802185,0.000014935337,0.000011403587,0.000015813404,0.000013079128],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000083375104,0.00023066765,0.00010547825,0.00013550113,0.00013516292,0.00014130163,0.00022859189,0.00026980488,0.0021687597],"category_scores_gemma":[0.00031116328,0.00015740984,0.00010195374,0.000048705668,0.00032707187,0.00022410078,0.00014783676,0.00027167448,0.00014763547],"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":[0.00017805144,0.00015807238,0.003059282,0.000030982777,0.000010754139,0.00015092768,0.00022506587,0.011357688,0.9781123,0.0017042666,0.000090214264,0.004922447],"study_design_scores_gemma":[0.000059593982,0.0018287413,0.26506174,0.00005447528,0.00007015862,0.00045852078,0.002075941,0.39251116,0.32943466,0.006965811,0.0014195638,0.000059738682],"about_ca_topic_score_codex":0.001290284,"about_ca_topic_score_gemma":0.002495544,"teacher_disagreement_score":0.0021687597,"about_ca_system_score_codex":0.00012413383,"about_ca_system_score_gemma":0.00014256433,"threshold_uncertainty_score":0.0072551966},"labels":[],"label_agreement":null},{"id":"W4410988702","doi":"10.1016/j.istruc.2025.109334","title":"Collapse risk and seismic loss assessment of self-centering steel plate shear walls with circular perforations","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Seismic Performance and 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":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada; Concordia University; Gina Cody School of Engineering and Computer Science, Concordia University","keywords":"Structural engineering; Steel plate shear wall; Shear (geology); Geotechnical engineering; Shear wall; Geology; Materials science; Engineering; Forensic engineering; Composite material","score_opus":0.0034629231743443603,"score_gpt":0.21986580605327694,"score_spread":0.21640288287893258,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4410988702","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9888081,0.00003960548,0.00981916,0.000015023845,0.00000278125,0.000012294129,0.00004286181,0.000037820657,0.0012222975],"genre_scores_gemma":[0.9990827,0.000012093528,0.00062225474,0.0000011093015,9.09262e-7,0.0000028713196,0.00002556667,0.000002003476,0.0002504133],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9996927,0.00007445475,0.000012216599,0.0000321512,0.00012392632,0.00006454697],"domain_scores_gemma":[0.9991048,0.00034897093,0.00022311595,0.000063885396,0.0001914471,0.000067824425],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00075815077,0.00064801745,0.00035972722,0.0010968456,0.00028361796,0.00045607326,0.00048478553,0.0006470763,0.0008023691],"category_scores_gemma":[0.0016098223,0.00023420213,0.00041260122,0.00047756973,0.0005002748,0.0005257707,0.0006366064,0.00023540233,0.0001611547],"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":[0.0011919547,0.00022704636,0.05528736,0.00006607546,0.00008163877,0.0008040697,0.00010219504,0.8932145,0.030006602,0.0016447703,0.00034439107,0.017029291],"study_design_scores_gemma":[0.000011976746,0.0005747574,0.029204942,0.000007391498,0.00005203885,0.00015652706,0.00013705758,0.96124476,0.00806851,0.0004234489,0.000102226615,0.000016471637],"about_ca_topic_score_codex":0.0019800155,"about_ca_topic_score_gemma":0.001862635,"teacher_disagreement_score":0.0019800155,"about_ca_system_score_codex":0.0004399247,"about_ca_system_score_gemma":0.0003228764,"threshold_uncertainty_score":0.004009545},"labels":[],"label_agreement":null},{"id":"W4411021005","doi":"10.1016/j.istruc.2025.109250","title":"Shear behavior of concrete beams reinforced with basalt FRP rebars and incorporating recycled aggregates","year":2025,"lang":"en","type":"article","venue":"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":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada; Abu Dhabi University","keywords":"Fibre-reinforced plastic; Materials science; Shear (geology); Composite material; Structural engineering; Basalt fiber; Basalt; Geotechnical engineering; Geology; Engineering; Fiber","score_opus":0.0056388479600477295,"score_gpt":0.2195881686064736,"score_spread":0.21394932064642586,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411021005","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993057,0.000033049022,0.000205716,0.000005141362,0.0000026804873,0.0000019602617,0.0000667034,0.000009305623,0.00036960733],"genre_scores_gemma":[0.9990132,0.000030086283,0.00012189153,0.0000031472937,7.7549043e-7,0.0000017631263,0.00006332418,0.0000030631136,0.0007626122],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998728,0.000013816973,0.0000068460317,0.00002693678,0.00004687739,0.00003284134],"domain_scores_gemma":[0.99966764,0.000092449365,0.00007135633,0.000020540492,0.00009969427,0.00004820587],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029005657,0.00025530273,0.00019472753,0.0004992768,0.00025384303,0.00026273332,0.0002565095,0.00031777195,0.0023456952],"category_scores_gemma":[0.0004654621,0.00025606525,0.00021285468,0.00028303883,0.00042442107,0.00024572486,0.00016029036,0.0002696755,0.00034919314],"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":[0.0012724445,0.000117463394,0.010825075,0.000072321905,0.000037116635,0.0003242002,0.00045798038,0.03257947,0.9487626,0.00060667883,0.00019870733,0.004745937],"study_design_scores_gemma":[0.000048408678,0.0019815897,0.12404777,0.000044535045,0.00009111961,0.00015370987,0.0006669853,0.10919515,0.76253486,0.00019233736,0.0009937852,0.000049808914],"about_ca_topic_score_codex":0.005151093,"about_ca_topic_score_gemma":0.008060115,"teacher_disagreement_score":0.005151093,"about_ca_system_score_codex":0.000355632,"about_ca_system_score_gemma":0.00029003748,"threshold_uncertainty_score":0.010242224},"labels":[],"label_agreement":null},{"id":"W4411140402","doi":"10.1016/j.istruc.2025.109359","title":"Post-fire mechanical properties of 316L+Q355 stainless-clad bimetallic steels","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Fire effects on concrete materials","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":"National Research Council Canada","funders":"China Postdoctoral Science Foundation; National Natural Science Foundation of China","keywords":"Bimetallic strip; Materials science; Metallurgy; Composite material; Metal","score_opus":0.006121208041813439,"score_gpt":0.2070358775243273,"score_spread":0.20091466948251388,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411140402","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9991242,0.000073569325,0.00018917868,0.0000046329487,0.0000041830226,0.0000017549542,0.00006453974,0.000010463198,0.00052750227],"genre_scores_gemma":[0.9985869,0.000024513183,0.00018534738,0.0000037559932,9.3764174e-7,0.000001395733,0.00010291687,0.0000042145357,0.001089983],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99968207,0.000028551094,0.000017221495,0.00004131789,0.00017130036,0.000059538062],"domain_scores_gemma":[0.99954695,0.00008667945,0.00009062436,0.00004216571,0.00018178561,0.000051678566],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036750842,0.00023581859,0.00016770358,0.00041593582,0.00021985295,0.00016530974,0.00030650158,0.00041755475,0.0023212712],"category_scores_gemma":[0.0005991637,0.00016008066,0.00023149166,0.0002455366,0.00032159043,0.0002238044,0.00013541448,0.0001780525,0.0004974913],"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":[0.00062940747,0.00004433626,0.002935525,0.000051399387,0.000008850558,0.000095992364,0.00008984452,0.0017240767,0.9902222,0.00010488365,0.00012125583,0.0039722347],"study_design_scores_gemma":[0.000013421036,0.0014840413,0.061481934,0.000012383816,0.000021861539,0.000119528944,0.00017500902,0.00455719,0.9309156,0.00003189182,0.0011701104,0.000017002078],"about_ca_topic_score_codex":0.0016280403,"about_ca_topic_score_gemma":0.0033066391,"teacher_disagreement_score":0.0023212712,"about_ca_system_score_codex":0.00030984447,"about_ca_system_score_gemma":0.00018429452,"threshold_uncertainty_score":0.0077654123},"labels":[],"label_agreement":null},{"id":"W4411437719","doi":"10.1016/j.istruc.2025.109484","title":"Review of non-destructive testing for quality evaluation of in-service timber utility poles","year":2025,"lang":"en","type":"article","venue":"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":"Nova Scotia Department of Agriculture; Dalhousie University","funders":"Natural Sciences and Engineering Research Council of Canada; Mitacs","keywords":"Quality (philosophy); Service (business); Structural engineering; Engineering; Service quality; Nondestructive testing; Construction engineering; Forensic engineering; Reliability engineering; Computer science; Business; Physics; Marketing","score_opus":0.07629509899456337,"score_gpt":0.3633611818641554,"score_spread":0.287066082869592,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411437719","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":[0.00087127415,0.9941287,0.0028858169,0.00012228456,0.0002000835,0.000031205243,0.000059403465,0.000020626469,0.001680596],"genre_scores_gemma":[0.0052180374,0.98905355,0.0042219292,0.00017910347,0.0002002536,0.00003901497,0.00013074605,0.000012203276,0.00094516913],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99813664,0.0003348931,0.00033502214,0.0002919736,0.0008471616,0.000054164324],"domain_scores_gemma":[0.99608743,0.002361189,0.00041233157,0.00010752495,0.0009724772,0.000059092694],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0021727083,0.0011476465,0.0015141778,0.006061419,0.00035539086,0.0010176174,0.0016905166,0.0010483534,0.0019771522],"category_scores_gemma":[0.0026333341,0.0005561098,0.0010124153,0.004019161,0.0008282121,0.0014138616,0.00045964794,0.0006625427,0.0010326864],"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":[0.00007173414,0.00011707312,0.0009475867,0.056499414,0.00016876079,0.0003128198,0.00016057614,0.0011089072,0.012014773,0.0018703958,0.010718591,0.9160093],"study_design_scores_gemma":[0.000015014448,0.0005277327,0.008706959,0.018763065,0.00067106646,0.004361352,0.00039620211,0.0014953326,0.017537493,0.0023159576,0.945078,0.00013182967],"about_ca_topic_score_codex":0.0023324757,"about_ca_topic_score_gemma":0.0030922266,"teacher_disagreement_score":0.006061419,"about_ca_system_score_codex":0.00066274666,"about_ca_system_score_gemma":0.0013868945,"threshold_uncertainty_score":0.011490524},"labels":[],"label_agreement":null},{"id":"W4411506070","doi":"10.1016/j.istruc.2025.109312","title":"Enhanced particle swarm optimisation technique for parametrising the hysteresis response in timber dowel-type connections","year":2025,"lang":"en","type":"article","venue":"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 Alberta","funders":"Natural Resources Canada; Natural Sciences and Engineering Research Council of Canada","keywords":"Dowel; Hysteresis; Structural engineering; Particle swarm optimization; Particle (ecology); Type (biology); Computer science; Biological system; Engineering; Geology; Algorithm; Physics; Biology","score_opus":0.015356115405266022,"score_gpt":0.26531124430672565,"score_spread":0.24995512890145963,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411506070","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":[0.0742191,0.00022136114,0.92226225,0.00007716075,0.000035649435,0.000036182424,0.00003765029,0.00022660107,0.0028841218],"genre_scores_gemma":[0.86319506,0.000155066,0.13322222,0.00004076433,0.000021639245,0.00012463717,0.00010088624,0.00007092353,0.0030687847],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999285,0.000027680891,0.0000035904245,0.000011777176,0.000020431897,0.00000813255],"domain_scores_gemma":[0.9996648,0.00024038316,0.00002017198,0.000016842849,0.000048977614,0.000008880688],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041981335,0.00047251358,0.00050117663,0.00027671823,0.00022055335,0.00037156572,0.00041363697,0.00086798804,0.0013585569],"category_scores_gemma":[0.0009785555,0.0002960443,0.00042381405,0.00027822852,0.0002986134,0.00031403173,0.00030743956,0.0005365645,0.00015134267],"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":[0.00003037221,0.000017640255,0.00030752408,0.000025693067,0.000012523461,0.000021317392,0.000024952948,0.97990465,0.0021274844,0.0007181414,0.00017126907,0.016638482],"study_design_scores_gemma":[0.0000016521732,0.000004870505,0.000069448295,0.000001041339,0.0000010364406,0.0000017373146,0.0000019637375,0.9996056,0.00015951727,0.00009341351,0.000059051235,7.8227487e-7],"about_ca_topic_score_codex":0.004216509,"about_ca_topic_score_gemma":0.0039716437,"teacher_disagreement_score":0.004216509,"about_ca_system_score_codex":0.00021676591,"about_ca_system_score_gemma":0.00035413762,"threshold_uncertainty_score":0.00838393},"labels":[],"label_agreement":null},{"id":"W4411689625","doi":"10.1016/j.istruc.2025.109547","title":"Influence of cut–out openings on the flexural behavior of one–way concrete slabs strengthened with NSM–FRP bars and EB–CFRP strips","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Structural Behavior of Reinforced Concrete","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":"Université Laval","funders":"Natural Sciences and Engineering Research Council of Canada; Qatar National Library; Qatar University","keywords":"Fibre-reinforced plastic; STRIPS; Structural engineering; Flexural strength; Materials science; Composite material; Reinforced concrete; Engineering","score_opus":0.008850394132939457,"score_gpt":0.22798878465257413,"score_spread":0.21913839051963468,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411689625","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9996062,0.000036010224,0.00024313266,0.0000014188565,0.0000010819962,0.0000015344248,0.000006949839,0.000007738805,0.000095950556],"genre_scores_gemma":[0.9992305,0.000036619316,0.0005685697,0.0000016621905,8.6016223e-7,0.0000029699818,0.000022856266,0.0000031724805,0.00013279048],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997197,0.000032903394,0.000021085561,0.000047045713,0.000118503114,0.000060788672],"domain_scores_gemma":[0.99928916,0.00018967729,0.0002475161,0.00008107753,0.00009286759,0.00009965975],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036824684,0.00068801077,0.0003145579,0.00030943504,0.00018017826,0.00019505812,0.0002915254,0.00033259633,0.00086652004],"category_scores_gemma":[0.00052426447,0.00043928833,0.0002889046,0.00012553632,0.00053357997,0.000220074,0.00033617218,0.0004433744,0.0001496017],"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":[0.0002065353,0.000046390232,0.0032776198,0.0000440917,0.000011942175,0.000084733474,0.00009353299,0.002447428,0.9912964,0.000024277288,0.000008671073,0.0024583475],"study_design_scores_gemma":[0.000017075028,0.001523938,0.08711266,0.000021738926,0.00006388372,0.0001855301,0.00017704991,0.0073133917,0.9032372,0.000022320937,0.00030386983,0.000021368409],"about_ca_topic_score_codex":0.0007519983,"about_ca_topic_score_gemma":0.00295973,"teacher_disagreement_score":0.00086652004,"about_ca_system_score_codex":0.0001501038,"about_ca_system_score_gemma":0.00018220584,"threshold_uncertainty_score":0.0028988123},"labels":[],"label_agreement":null},{"id":"W4411698475","doi":"10.1016/j.istruc.2025.109510","title":"O.I.C.-based design of extruded aluminium rectangular hollow sections under simple load cases","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Structural Load-Bearing 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":"Université de Sherbrooke; Université Laval","funders":"Fonds de recherche du Québec – Nature et technologies","keywords":"Aluminium; Simple (philosophy); Structural engineering; Materials science; Composite material; Engineering","score_opus":0.015490361510522669,"score_gpt":0.2516443896620719,"score_spread":0.23615402815154926,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4411698475","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":[0.47369352,0.00016011909,0.51349133,0.000030708285,0.000017439428,0.00016254523,0.000085357344,0.0005120814,0.011846963],"genre_scores_gemma":[0.94434136,0.000055171673,0.05390016,0.000009355488,0.0000027809515,0.00008658764,0.00005785362,0.00004361468,0.0015031331],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99965703,0.000032887187,0.000018223222,0.000057702182,0.00018565876,0.000048475507],"domain_scores_gemma":[0.9995752,0.000096083,0.000135239,0.000044589393,0.0001265302,0.000022344155],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00050208514,0.00062902976,0.0004155225,0.00053895,0.00020605985,0.00048074772,0.0011851438,0.00046871172,0.0010321578],"category_scores_gemma":[0.0007627353,0.00032628427,0.00044061194,0.000200657,0.0003956836,0.0002625155,0.00059996516,0.0002346769,0.0003082822],"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":[0.0003218121,0.00006519042,0.0026149345,0.00030630676,0.000023622139,0.00024683215,0.00017872713,0.671896,0.2746238,0.003052958,0.0002668462,0.046402946],"study_design_scores_gemma":[0.000023142187,0.00066881644,0.0032519195,0.000021146672,0.00005053513,0.000213973,0.000081906466,0.8619278,0.12998353,0.0005103434,0.003233638,0.000033271936],"about_ca_topic_score_codex":0.0009468587,"about_ca_topic_score_gemma":0.0016124547,"teacher_disagreement_score":0.0011851438,"about_ca_system_score_codex":0.00040515413,"about_ca_system_score_gemma":0.00062521826,"threshold_uncertainty_score":0.0034528375},"labels":[],"label_agreement":null},{"id":"W4412005437","doi":"10.1016/j.istruc.2025.109601","title":"Identification of buildings in Panama's Old Quarter (Casco Antiguo) with resonance potential during earthquakes","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":0,"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":"Sistema Nacional de Investigación, Secretaría Nacional de Ciencia, Tecnología e Innovación; Secretaría Nacional de Ciencia, Tecnología e Innovación","keywords":"Quarter (Canadian coin); Identification (biology); Panama; Seismology; Archaeology; Geology; History; Geography; Forensic engineering; Engineering; Computer science; Computer security","score_opus":0.0016887959331181594,"score_gpt":0.18810959972634225,"score_spread":0.1864208037932241,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412005437","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9994636,0.000039508912,0.000113513444,0.000006601909,9.555637e-7,0.0000044377553,0.000034156063,0.0000041451694,0.00033312428],"genre_scores_gemma":[0.99955827,0.000037828715,0.00022932365,0.0000024478722,0.0000019313472,0.0000041542535,0.0000764532,0.0000010567862,0.00008854783],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.999876,0.00002510093,0.0000075096814,0.000036649337,0.000026058357,0.00002854961],"domain_scores_gemma":[0.99972445,0.000046209083,0.00011439116,0.000020793294,0.00004904485,0.00004506553],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014745594,0.00034415824,0.0001902928,0.0010661838,0.00040687242,0.00045339292,0.00021674465,0.0003395451,0.0005813304],"category_scores_gemma":[0.0004553328,0.00018177895,0.000110372435,0.0008941167,0.0003923416,0.0003175197,0.0006233758,0.00014554955,0.00010329086],"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":[0.00014624478,0.00004017549,0.96879166,0.00003888706,0.000031195686,0.0007499599,0.0027641552,0.00046299983,0.0111490525,0.00006677439,0.00013446502,0.015624524],"study_design_scores_gemma":[0.0000012953755,0.000049582166,0.9975077,0.000004822681,0.000009238621,0.00016500207,0.0014177257,0.0003502454,0.0002236593,0.000014480846,0.00025306892,0.0000032892156],"about_ca_topic_score_codex":0.01200299,"about_ca_topic_score_gemma":0.03538856,"teacher_disagreement_score":0.01200299,"about_ca_system_score_codex":0.00024300501,"about_ca_system_score_gemma":0.000120070516,"threshold_uncertainty_score":0.023866296},"labels":[],"label_agreement":null},{"id":"W4412050235","doi":"10.1016/j.istruc.2025.109598","title":"Assessing the post-fire residual stiffness of glue-laminated timber using numerical analysis and a reliability-based framework","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Wood Treatment and Properties","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":"University of Waterloo","funders":"Coalition for Disaster Resilient Infrastructure","keywords":"GLUE; Structural engineering; Stiffness; Residual; Reliability (semiconductor); Residual strength; Materials science; Composite material; Engineering; Computer science; Physics","score_opus":0.009263998785228444,"score_gpt":0.27484208064019733,"score_spread":0.2655780818549689,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412050235","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8407956,0.0003865065,0.1551804,0.000055640052,0.000019783525,0.00006004437,0.0001921352,0.00036013947,0.0029498981],"genre_scores_gemma":[0.981859,0.000098036086,0.017460039,0.0000056023136,0.000002659073,0.000034259832,0.00008473803,0.000016998578,0.00043866638],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99970144,0.00004277865,0.00002459884,0.000045306755,0.00015409592,0.000031779087],"domain_scores_gemma":[0.99920064,0.00036365032,0.00015639256,0.00008201502,0.00017472061,0.00002261267],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001053211,0.00048224212,0.00035325013,0.0012529226,0.00026697732,0.000442629,0.0006311393,0.0007746251,0.0007440332],"category_scores_gemma":[0.0014787933,0.0003470752,0.00068585895,0.000440605,0.0005346832,0.0005198501,0.000339783,0.0003108866,0.0002136939],"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":[0.00011457004,0.000091643706,0.016770195,0.00016442136,0.000027187632,0.00023738468,0.00019608448,0.88180745,0.07000767,0.0010633223,0.0001455429,0.029374478],"study_design_scores_gemma":[0.000002502687,0.0000989737,0.006543323,0.000014896496,0.000012943546,0.000082771374,0.000048206504,0.9861288,0.0066460134,0.00022179792,0.00018271222,0.000017053593],"about_ca_topic_score_codex":0.003699731,"about_ca_topic_score_gemma":0.004569869,"teacher_disagreement_score":0.003699731,"about_ca_system_score_codex":0.0004694466,"about_ca_system_score_gemma":0.0004980611,"threshold_uncertainty_score":0.0073563457},"labels":[],"label_agreement":null},{"id":"W4412435694","doi":"10.1016/j.istruc.2025.109658","title":"Post-earthquake fire analysis of a low-rise steel frame in OpenSees using a hybrid model","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Fire effects on concrete 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":"McMaster University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"OpenSees; Structural engineering; Frame (networking); Steel frame; Earthquake resistance; Geology; Computer science; Engineering; Finite element method; Telecommunications","score_opus":0.006757356408461409,"score_gpt":0.24208763691285887,"score_spread":0.23533028050439747,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412435694","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.972913,0.00010722934,0.016045174,0.00007957467,0.00002350487,0.000027739545,0.00020392943,0.00013719105,0.010462537],"genre_scores_gemma":[0.9971119,0.000046200323,0.0009701053,0.0000070517017,0.0000058660366,0.00000910933,0.00007837399,0.000019918722,0.0017514849],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9999037,0.000015814554,0.0000044746753,0.00001775198,0.000023752098,0.00003453459],"domain_scores_gemma":[0.9998405,0.000056473582,0.000025555628,0.000011520274,0.0000424717,0.000023585735],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019773818,0.00045605566,0.00071018626,0.0005532541,0.00065062457,0.00076642825,0.0010968372,0.0014102854,0.0026019549],"category_scores_gemma":[0.00045919843,0.000475699,0.000811572,0.00042008038,0.00061080797,0.00046131664,0.00049299817,0.000513872,0.00025420147],"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":[0.000055666565,0.00004163404,0.001566703,0.00001402678,0.0000161206,0.00016370241,0.000021433169,0.99291784,0.0031743697,0.0006056698,0.00007371816,0.0013490692],"study_design_scores_gemma":[0.000009362852,0.000029667104,0.0013441027,0.0000021758417,0.00000893736,0.000011393987,0.000027329104,0.99804175,0.00035186185,0.00008746014,0.00008073019,0.0000051640695],"about_ca_topic_score_codex":0.054694276,"about_ca_topic_score_gemma":0.036790743,"teacher_disagreement_score":0.054694276,"about_ca_system_score_codex":0.0009334236,"about_ca_system_score_gemma":0.0008635811,"threshold_uncertainty_score":0.10875183},"labels":[],"label_agreement":null},{"id":"W4412435889","doi":"10.1016/j.istruc.2025.109689","title":"Numerical study on seismic performance of steel plate shear walls with column-tree moment connections","year":2025,"lang":"en","type":"article","venue":"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":"Concordia University","funders":"","keywords":"Structural engineering; Moment (physics); Shear wall; Column (typography); Shear (geology); Geology; Seismic loading; Materials science; Geotechnical engineering; Engineering; Composite material; Connection (principal bundle); Physics; Classical mechanics","score_opus":0.006281441046351073,"score_gpt":0.22254827551714446,"score_spread":0.2162668344707934,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412435889","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9835482,0.000095898824,0.007985563,0.00006387094,0.000016632326,0.000009700533,0.00009011353,0.00006852012,0.008121375],"genre_scores_gemma":[0.9980476,0.000030556286,0.0009781664,0.0000045760858,0.0000039255274,0.0000040451464,0.000034875975,0.000007815149,0.000888452],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99987257,0.000039888335,0.0000053049894,0.000016760006,0.000035063626,0.0000303724],"domain_scores_gemma":[0.99931765,0.00038656467,0.00008514583,0.000044526154,0.00009918007,0.00006683868],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00026424465,0.0004684448,0.00046751075,0.00060349936,0.00045707097,0.00045703768,0.00053216587,0.0009509058,0.0028532452],"category_scores_gemma":[0.0012053055,0.0002878085,0.00033882825,0.00056587707,0.0007315738,0.00038196624,0.00033834405,0.00028353036,0.00023891384],"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":[0.00021465316,0.000111713955,0.0043331576,0.0000679981,0.000030174087,0.00029877335,0.00010564546,0.97218496,0.015482394,0.0021592756,0.00032726984,0.004683985],"study_design_scores_gemma":[0.000012929356,0.0001006311,0.0025707996,0.000006532687,0.000013869958,0.000029515682,0.00007548013,0.9944612,0.0023782882,0.00022376077,0.00011975897,0.00000739353],"about_ca_topic_score_codex":0.0033400233,"about_ca_topic_score_gemma":0.0030510619,"teacher_disagreement_score":0.0033400233,"about_ca_system_score_codex":0.00030016244,"about_ca_system_score_gemma":0.00031936128,"threshold_uncertainty_score":0.009545028},"labels":[],"label_agreement":null},{"id":"W4412531721","doi":"10.1016/j.istruc.2025.109726","title":"Influence of wood specie and adhesive type on rolling shear strength of cross-laminated timber at elevated temperatures","year":2025,"lang":"en","type":"article","venue":"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":"University of New Brunswick","funders":"National Key Research and Development Program of China; Graduate Research and Innovation Projects of Jiangsu Province; Qinglan Project of Jiangsu Province of China; Jiangsu Provincial Department of Education; National Natural Science Foundation of China","keywords":"Adhesive; Cross laminated timber; Composite material; Shear strength (soil); Materials science; Shear (geology); Engineered wood; Structural engineering; Geology; Engineering","score_opus":0.0060464682992168875,"score_gpt":0.23408998604854442,"score_spread":0.22804351774932752,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412531721","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99933916,0.00014056938,0.00013545732,0.000004407318,0.000003352297,0.0000026813566,0.00003312618,0.0000053878343,0.00033583512],"genre_scores_gemma":[0.99943835,0.000053961114,0.000107980144,0.0000051793504,0.0000019808774,0.0000023940613,0.000038826794,0.000009296542,0.00034197787],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997782,0.000041123058,0.000018231498,0.00004311555,0.00005155858,0.000067745204],"domain_scores_gemma":[0.9994654,0.00022579686,0.00010519573,0.00003649272,0.00009629066,0.000070889524],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003041191,0.00029160432,0.00027456667,0.00022462552,0.00032021158,0.00046500686,0.00018553366,0.0002410075,0.0018570008],"category_scores_gemma":[0.0006252811,0.00028883686,0.00026605366,0.00024938275,0.00037705695,0.00023410658,0.00016140308,0.0003708185,0.0003311779],"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":[0.00085559604,0.00005346483,0.0020755858,0.00006184263,0.000024331404,0.000117740085,0.00013915588,0.0010825086,0.9937563,0.000035689376,0.000036412486,0.0017614336],"study_design_scores_gemma":[0.000011161556,0.0007966952,0.035496518,0.0000071137274,0.000046571906,0.000061107436,0.00014322589,0.0012386075,0.9618971,0.000019172516,0.00026889145,0.000013897804],"about_ca_topic_score_codex":0.0014820145,"about_ca_topic_score_gemma":0.0039132247,"teacher_disagreement_score":0.0018570008,"about_ca_system_score_codex":0.00024292716,"about_ca_system_score_gemma":0.00021990348,"threshold_uncertainty_score":0.0062123537},"labels":[],"label_agreement":null},{"id":"W4412580769","doi":"10.1016/j.istruc.2025.109749","title":"Axial capacity of helical piles-A state of the art review of field test and design guidelines","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Geotechnical Engineering and Soil Mechanics","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 Calgary","funders":"Mitacs; University of Calgary","keywords":"Test (biology); Field (mathematics); Structural engineering; Engineering; State (computer science); Geotechnical engineering; Geology; Computer science; Mathematics","score_opus":0.01783433415699781,"score_gpt":0.24515911276495791,"score_spread":0.2273247786079601,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412580769","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":[0.08320564,0.567628,0.28042388,0.0018364689,0.0008752379,0.00084097235,0.0032598025,0.0015388279,0.060391188],"genre_scores_gemma":[0.38248572,0.46231878,0.13470653,0.00052063214,0.00056077546,0.00064308493,0.0035392416,0.00078229664,0.014442859],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9948832,0.00095010153,0.00060502754,0.00060175563,0.0027953908,0.0001646086],"domain_scores_gemma":[0.98849595,0.005344214,0.0012109438,0.0006729603,0.0040984456,0.00017759578],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0055837287,0.0021205945,0.0017856966,0.006765184,0.00061888446,0.002540919,0.0044465256,0.0015316753,0.004224152],"category_scores_gemma":[0.009932859,0.0012579772,0.0010311032,0.0050921547,0.002059256,0.0031872324,0.0013891496,0.0010040567,0.002493004],"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":[0.00020747929,0.00034582356,0.0071298406,0.010884919,0.000057820504,0.00021358028,0.00032948228,0.047063567,0.014483307,0.010036799,0.010482616,0.8987647],"study_design_scores_gemma":[0.000072486335,0.0023403328,0.021239782,0.0151895825,0.00051310565,0.0024985212,0.0025699702,0.10416142,0.12202372,0.017231684,0.7115121,0.0006473403],"about_ca_topic_score_codex":0.0061688633,"about_ca_topic_score_gemma":0.009358737,"teacher_disagreement_score":0.006765184,"about_ca_system_score_codex":0.0017357724,"about_ca_system_score_gemma":0.0022183857,"threshold_uncertainty_score":0.02952993},"labels":[],"label_agreement":null},{"id":"W4412605934","doi":"10.1016/j.istruc.2025.109765","title":"Interpretable natural gradient boosting model for probabilistic response evaluation of RC columns under blast loads","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Structural Response to Dynamic Loads","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 Guelph; McMaster University","funders":"National Natural Science Foundation of China","keywords":"Boosting (machine learning); Probabilistic logic; Gradient boosting; Computer science; Structural engineering; Artificial intelligence; Machine learning; Engineering; Random forest","score_opus":0.015988030390187733,"score_gpt":0.28893060075530264,"score_spread":0.2729425703651149,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412605934","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":[0.022321312,0.000308115,0.97473735,0.00026862172,0.000056765868,0.00003455227,0.00012883388,0.00054875104,0.0015957616],"genre_scores_gemma":[0.87059647,0.0002970149,0.120053925,0.00031003563,0.0001222571,0.00019447548,0.00048221546,0.00018491369,0.0077586267],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99960274,0.00015520302,0.000013716545,0.00010128962,0.00007173028,0.000055373497],"domain_scores_gemma":[0.9991431,0.0005105123,0.00005741744,0.00005181029,0.0001900062,0.000047117876],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0014051159,0.0007303304,0.0012293215,0.000527669,0.00034111092,0.0008782818,0.0016456109,0.0016211801,0.0031215746],"category_scores_gemma":[0.0028309072,0.0005008426,0.00075446855,0.000375694,0.0007783274,0.0008200645,0.0007696959,0.0012959408,0.0005819566],"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":[0.000061105035,0.000026859625,0.00022766323,0.000041582913,0.000017706257,0.000029562894,0.000024559742,0.971153,0.0011268557,0.008065119,0.0009553209,0.018270591],"study_design_scores_gemma":[9.810469e-7,0.0000038478943,0.000023004683,0.0000013642468,0.0000015202983,0.000002029752,6.507294e-7,0.9986559,0.00006858968,0.0011813539,0.000059422233,0.0000012098841],"about_ca_topic_score_codex":0.008044409,"about_ca_topic_score_gemma":0.007751868,"teacher_disagreement_score":0.008044409,"about_ca_system_score_codex":0.00090278767,"about_ca_system_score_gemma":0.0009171945,"threshold_uncertainty_score":0.015995204},"labels":[],"label_agreement":null},{"id":"W4412704075","doi":"10.1016/j.istruc.2025.109720","title":"Elastic lateral-torsional buckling of wooden built-up beams with mechanical fasteners","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Civil and Structural Engineering Research","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":"Canadian Wood Council; University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Buckling; Materials science; Composite material; Engineering","score_opus":0.005541746470651877,"score_gpt":0.22804513569830498,"score_spread":0.22250338922765311,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412704075","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9920224,0.000072486655,0.0052164393,0.000011417664,0.0000057418515,0.0000052554396,0.000018066032,0.00001359106,0.0026346054],"genre_scores_gemma":[0.9975068,0.00002652781,0.00089031644,0.0000044834082,8.9862573e-7,0.0000036251108,0.000012763773,0.0000035245016,0.0015509798],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9999081,0.000016503414,0.00000374565,0.00001320049,0.00003372873,0.00002480567],"domain_scores_gemma":[0.9997948,0.00009079512,0.000030613955,0.000027065873,0.00003172549,0.000025078503],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002153829,0.00019680128,0.00015803428,0.00029277964,0.0002672952,0.00024962635,0.00033934385,0.00038890328,0.0021398356],"category_scores_gemma":[0.0005700187,0.00019318885,0.0001947862,0.00017311212,0.00041894024,0.00033011622,0.00029441123,0.00017590786,0.00019178848],"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":[0.0006962549,0.00020191762,0.009848354,0.00017511348,0.000078386736,0.0009864212,0.00047998512,0.28860834,0.6590598,0.0071756826,0.00031133156,0.032378487],"study_design_scores_gemma":[0.000056602723,0.0006338204,0.040011235,0.000051778123,0.000059117585,0.0003477494,0.0004402574,0.70398986,0.24952483,0.003004735,0.0018244943,0.00005552408],"about_ca_topic_score_codex":0.0010482525,"about_ca_topic_score_gemma":0.0026476195,"teacher_disagreement_score":0.0021398356,"about_ca_system_score_codex":0.00017090945,"about_ca_system_score_gemma":0.00016571787,"threshold_uncertainty_score":0.0071584582},"labels":[],"label_agreement":null},{"id":"W4413010252","doi":"10.1016/j.istruc.2025.109691","title":"Stress-strain behavior of masonry boundary element prisms under axial compression","year":2025,"lang":"en","type":"article","venue":"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 Saskatchewan; Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada; Canada Masonry Design Centre","keywords":"Masonry; Materials science; Structural engineering; Compression (physics); Stress–strain curve; Strain (injury); Stress (linguistics); Element (criminal law); Composite material; Deformation (meteorology); Engineering","score_opus":0.007059063971632898,"score_gpt":0.23962228224078513,"score_spread":0.23256321826915224,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413010252","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9984629,0.000046237292,0.0010756255,0.0000042509246,0.000002401232,0.0000044102453,0.0000463128,0.000027870501,0.0003300895],"genre_scores_gemma":[0.9986319,0.000033311746,0.0009138032,0.000004063344,7.185503e-7,0.0000048255015,0.00008610763,0.000005674395,0.00031964958],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996327,0.000033236865,0.000028286693,0.00006232662,0.00019073108,0.00005270467],"domain_scores_gemma":[0.9994266,0.00010994089,0.000140976,0.000073444855,0.00016772731,0.00008139503],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041830994,0.00045749272,0.00025524845,0.00041083092,0.00013237618,0.00021468745,0.00043866027,0.0002901788,0.00085453],"category_scores_gemma":[0.00078747235,0.00029615016,0.00020051873,0.0003256739,0.00052072643,0.00026115097,0.00038476347,0.0003323507,0.00016199714],"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":[0.0004685062,0.00011581807,0.013246116,0.000078741374,0.000025381052,0.00031366726,0.00031388513,0.029748484,0.9432896,0.00022236697,0.00007944073,0.012097952],"study_design_scores_gemma":[0.0000351307,0.0017481508,0.11287871,0.000042322074,0.000040764528,0.00034746673,0.0004416398,0.14749956,0.7356514,0.00016643501,0.0010862463,0.00006214426],"about_ca_topic_score_codex":0.0012555365,"about_ca_topic_score_gemma":0.0022647434,"teacher_disagreement_score":0.0012555365,"about_ca_system_score_codex":0.00015102465,"about_ca_system_score_gemma":0.00022997218,"threshold_uncertainty_score":0.0028586388},"labels":[],"label_agreement":null},{"id":"W4413143463","doi":"10.1016/j.istruc.2025.109879","title":"Performance of timber moment connections with a decoupled mechanism: Glued-in rods for moment and dowels for shear","year":2025,"lang":"en","type":"article","venue":"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 British Columbia","funders":"Korea Forestry Promotion Institute; Korea Forest Service","keywords":"Moment (physics); Rod; Structural engineering; Shear (geology); Mechanism (biology); Shear and moment diagram; Materials science; Engineering; Physics; Composite material; Classical mechanics; Stiffness; Medicine","score_opus":0.005957328424375384,"score_gpt":0.21371045210986844,"score_spread":0.20775312368549306,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413143463","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9850294,0.00023319431,0.013068248,0.000013758642,0.00003789124,0.000016002903,0.000036212878,0.0001847587,0.001380465],"genre_scores_gemma":[0.99284464,0.000061243365,0.006046288,0.000007897741,0.0000050769413,0.000009112812,0.00004034751,0.000017610659,0.0009678172],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99970067,0.000033648714,0.000019630304,0.00006875868,0.00014038385,0.00003690974],"domain_scores_gemma":[0.99969804,0.00004675348,0.000103622326,0.000057496025,0.000055307737,0.000038766244],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029810818,0.000511321,0.00020635636,0.00041836975,0.0001894824,0.00024363252,0.0004683256,0.0003218321,0.0012689492],"category_scores_gemma":[0.0005566828,0.00019882053,0.0001855011,0.0002454701,0.00030694605,0.0005258158,0.00037637603,0.00025166455,0.0004211658],"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":[0.00013271332,0.00003866191,0.0011201331,0.0000781153,0.000010040439,0.00014848707,0.0000847898,0.0026631104,0.97893,0.0004918893,0.00011308859,0.016189016],"study_design_scores_gemma":[0.000028437646,0.0019228695,0.012592388,0.000022697304,0.000044679346,0.00047453746,0.000096024574,0.023440497,0.9563327,0.00019542365,0.0048024314,0.000047385434],"about_ca_topic_score_codex":0.0002038176,"about_ca_topic_score_gemma":0.0009152609,"teacher_disagreement_score":0.0012689492,"about_ca_system_score_codex":0.00013046838,"about_ca_system_score_gemma":0.0001351811,"threshold_uncertainty_score":0.004245043},"labels":[],"label_agreement":null},{"id":"W4413143706","doi":"10.1016/j.istruc.2025.109715","title":"Circular steel-reinforced elastomeric isolators (SREI) with a rubber core - formulation derivation and numerical investigation","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Vibration Control and Rheological Fluids","field":"Engineering","cited_by":0,"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":"Natural Sciences and Engineering Research Council of Canada","keywords":"Elastomer; Natural rubber; Core (optical fiber); Materials science; Structural engineering; Composite material; Engineering","score_opus":0.006325874176886513,"score_gpt":0.19969776243947007,"score_spread":0.19337188826258356,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413143706","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":[0.08914492,0.0009723032,0.86105776,0.00021798733,0.000086162356,0.00014286187,0.000120866964,0.0003143493,0.047942802],"genre_scores_gemma":[0.80011797,0.0006817625,0.17296289,0.000081070204,0.0000494978,0.0001882571,0.00011271423,0.00017465348,0.025631081],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999864,0.000038479826,0.0000043355085,0.000022930355,0.000057020963,0.000013352065],"domain_scores_gemma":[0.9997937,0.000085254745,0.000043587614,0.000025147308,0.000043241937,0.0000089956875],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003417224,0.00044416756,0.00041008022,0.000277908,0.0002897506,0.0004263393,0.00084759406,0.00091055,0.0024425522],"category_scores_gemma":[0.0005771481,0.00028706036,0.00045235315,0.0002536531,0.0005313516,0.0005165706,0.00041741523,0.0005976483,0.0007605723],"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":[0.00011387279,0.0002021754,0.0011991606,0.0006994432,0.00004472137,0.0007186687,0.00037535664,0.726453,0.1061859,0.12078776,0.0022332578,0.04098668],"study_design_scores_gemma":[0.000007442451,0.00008083448,0.0002962713,0.000015487794,0.000010464147,0.00013149907,0.000035021912,0.9889854,0.006217153,0.001477037,0.0027356858,0.000007685916],"about_ca_topic_score_codex":0.00065202406,"about_ca_topic_score_gemma":0.0012244665,"teacher_disagreement_score":0.0024425522,"about_ca_system_score_codex":0.00029037838,"about_ca_system_score_gemma":0.00036662538,"threshold_uncertainty_score":0.008171082},"labels":[],"label_agreement":null},{"id":"W4413160223","doi":"10.1016/j.istruc.2025.109896","title":"Sustainable rehabilitation of corroded RC culverts using ECC and interpretable machine learning","year":2025,"lang":"en","type":"article","venue":"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":"University of Alberta","funders":"","keywords":"Culvert; Rehabilitation; Structural engineering; Engineering; Reinforced concrete; Civil engineering; Computer science; Construction engineering; Forensic engineering; Geotechnical engineering; Medicine; Physical therapy","score_opus":0.0037391256647629173,"score_gpt":0.22442445793840135,"score_spread":0.22068533227363843,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413160223","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":[0.24927776,0.0007687868,0.7442636,0.00026681885,0.000050320687,0.00006615905,0.0002107332,0.0012790468,0.0038168794],"genre_scores_gemma":[0.9193532,0.00029772552,0.078434885,0.000051714444,0.000016587705,0.00006504359,0.00019744439,0.000046612542,0.0015368693],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99986994,0.00002152847,0.000008198067,0.000037158363,0.00004646586,0.000016596676],"domain_scores_gemma":[0.9997118,0.00010143165,0.00006774342,0.00003520131,0.00007184026,0.000011940284],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00036150406,0.0009030694,0.00042516054,0.0006022652,0.00017322689,0.00057549414,0.0006887945,0.0007472802,0.0009258704],"category_scores_gemma":[0.0007044956,0.00027327266,0.000541367,0.00027432202,0.0003419358,0.0006008507,0.00044831965,0.0005073572,0.00023940456],"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":[0.000046165467,0.00009570033,0.0051267873,0.00013238195,0.00004359174,0.00012751072,0.0000742056,0.8619231,0.023197148,0.0011676351,0.00041181187,0.10765403],"study_design_scores_gemma":[0.0000015107452,0.000049138343,0.0011365134,0.000009477315,0.000009533301,0.000018035316,0.00001966851,0.99389327,0.0037679686,0.00067492237,0.00041305422,0.0000069560588],"about_ca_topic_score_codex":0.0024729453,"about_ca_topic_score_gemma":0.005741674,"teacher_disagreement_score":0.0024729453,"about_ca_system_score_codex":0.00035254902,"about_ca_system_score_gemma":0.0005117303,"threshold_uncertainty_score":0.004917085},"labels":[],"label_agreement":null},{"id":"W4413302898","doi":"10.1016/j.istruc.2025.109978","title":"A comprehensive study on evaluating effective cracked stiffness of Engineered cementitious composite (ECC): Experimental findings and proposed stiffness modifiers","year":2025,"lang":"en","type":"article","venue":"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":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"Higher Education Commission, Pakistan","keywords":"Stiffness; Composite number; Materials science; Structural engineering; Cementitious; Composite material; Cement; Engineering","score_opus":0.015961572875448485,"score_gpt":0.3008012823929211,"score_spread":0.2848397095174726,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413302898","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9858548,0.00033475112,0.012856455,0.000010238803,0.000011812279,0.000029723691,0.00007288033,0.000044254943,0.00078508083],"genre_scores_gemma":[0.99319917,0.00017966372,0.005775499,0.0000070644114,0.000004104836,0.000016989881,0.000043377404,0.000009683885,0.0007644189],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99965465,0.000039711587,0.00001661139,0.00006542777,0.00018909997,0.00003452401],"domain_scores_gemma":[0.99906594,0.00033586004,0.00015137222,0.00011628468,0.0002779932,0.000052545838],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004908623,0.00047746117,0.00021093494,0.00028114035,0.00022573229,0.00014416031,0.00030398867,0.00037471936,0.0013128615],"category_scores_gemma":[0.0007088079,0.00015499021,0.00018163289,0.00019461653,0.0003635043,0.00044773516,0.00023383221,0.00039165345,0.00015095569],"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":[0.000092155016,0.00007986106,0.0005609462,0.00009009833,0.000004663066,0.000029972187,0.000059447742,0.00094640267,0.99352807,0.0001065412,0.000016973801,0.004484955],"study_design_scores_gemma":[0.000006662609,0.0008763374,0.003999764,0.000006444168,0.000021554906,0.000056225927,0.00005231949,0.003955913,0.9905014,0.00003164513,0.00047877574,0.000012890259],"about_ca_topic_score_codex":0.00039936573,"about_ca_topic_score_gemma":0.0010170736,"teacher_disagreement_score":0.0013128615,"about_ca_system_score_codex":0.00012598277,"about_ca_system_score_gemma":0.00020898807,"threshold_uncertainty_score":0.0043919086},"labels":[],"label_agreement":null},{"id":"W4413401861","doi":"10.1016/j.istruc.2025.109932","title":"Rehabilitation of concentric reinforced concrete columns pre-damaged by corrosion using advanced composites","year":2025,"lang":"en","type":"article","venue":"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":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université Laval","funders":"United Arab Emirates University","keywords":"Concentric; Materials science; Composite material; Corrosion; Structural engineering; Reinforced concrete; Engineering; Geometry","score_opus":0.0040567420807526774,"score_gpt":0.23844137549884403,"score_spread":0.23438463341809135,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413401861","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9990939,0.00004110044,0.00078344636,0.0000021578282,0.000001519879,0.000006680641,0.0000074873733,0.000009044537,0.000054717944],"genre_scores_gemma":[0.9979684,0.000057900696,0.0016639658,0.0000031988504,8.633836e-7,0.0000040825635,0.000022709686,0.0000030939427,0.00027574736],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998766,0.00001587351,0.0000070559286,0.000019196967,0.000047980317,0.000033216103],"domain_scores_gemma":[0.9997744,0.00003214083,0.00008246859,0.000017815382,0.000055485354,0.000037630805],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020918684,0.00044111916,0.00026440292,0.00020055886,0.00025020848,0.00012617548,0.00029534628,0.00027947914,0.00033077813],"category_scores_gemma":[0.00025394035,0.00015166309,0.00023853783,0.00010539439,0.00025999377,0.00015450518,0.0001960452,0.00020466415,0.00011364739],"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":[0.00014493152,0.000122672,0.0027113245,0.000060773225,0.0000137955085,0.00019662453,0.00008141179,0.004286207,0.9881748,0.000026165322,0.000018829916,0.004162555],"study_design_scores_gemma":[0.000010826056,0.004872671,0.026925324,0.000010436268,0.000049389553,0.0005453532,0.00018783947,0.010053997,0.95675164,0.000026764761,0.0005496331,0.00001613596],"about_ca_topic_score_codex":0.0027172097,"about_ca_topic_score_gemma":0.009449238,"teacher_disagreement_score":0.0027172097,"about_ca_system_score_codex":0.0001871987,"about_ca_system_score_gemma":0.0003523741,"threshold_uncertainty_score":0.005402744},"labels":[],"label_agreement":null},{"id":"W4413747285","doi":"10.1016/j.istruc.2025.109952","title":"Flexural behaviour of corrugated BFRP–concrete composite structures for tunnel lining","year":2025,"lang":"en","type":"article","venue":"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":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"Fundamental Research Funds for the Central Universities; Graduate Research and Innovation Projects of Jiangsu Province; Taishan Industry Leading Talents","keywords":"Flexural strength; Composite number; Structural engineering; Materials science; Engineering; Composite material","score_opus":0.011556101684165416,"score_gpt":0.26122569352166763,"score_spread":0.24966959183750223,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413747285","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99864036,0.000041493444,0.00062769343,0.000006428852,0.000003350298,0.0000017397235,0.000020369022,0.000017043041,0.0006415691],"genre_scores_gemma":[0.99935013,0.000012595548,0.00022889553,0.0000016238586,4.5557115e-7,8.648297e-7,0.000018790039,0.0000028050322,0.00038385502],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998635,0.000020469146,0.0000041635863,0.000019222507,0.0000666959,0.000025838704],"domain_scores_gemma":[0.9996536,0.00011303211,0.0000563103,0.00003778491,0.000093636874,0.0000455299],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020936441,0.00023164821,0.00013126941,0.00031473368,0.00019086157,0.00014027278,0.00024775908,0.00037247734,0.0018856917],"category_scores_gemma":[0.0007249398,0.00012428993,0.00012313329,0.0001520755,0.0002962987,0.0001880151,0.00012435525,0.00022204682,0.00023948174],"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":[0.00051499833,0.00007444292,0.0025987693,0.00006822268,0.000010237458,0.0003393852,0.00018283036,0.042402375,0.94676024,0.00032797924,0.0001966777,0.006523838],"study_design_scores_gemma":[0.000029091532,0.0018855134,0.07220792,0.00004531278,0.00003555942,0.00046819673,0.0004353376,0.26993847,0.65303206,0.00022211662,0.001655753,0.00004460542],"about_ca_topic_score_codex":0.0009770041,"about_ca_topic_score_gemma":0.0018836018,"teacher_disagreement_score":0.0018856917,"about_ca_system_score_codex":0.00014491861,"about_ca_system_score_gemma":0.00012255568,"threshold_uncertainty_score":0.0063082576},"labels":[],"label_agreement":null},{"id":"W4413885919","doi":"10.1016/j.istruc.2025.110027","title":"Discontinuum rocking of rigid masonry macro-blocks using physics engines: analytical, numerical and experimental benchmarking","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Masonry and Concrete Structural 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":false,"ca_institutions":"École de Technologie Supérieure; McGill University","funders":"Fonds de recherche du Québec – Nature et technologies; Carleton University","keywords":"Benchmarking; Macro; Masonry; Structural engineering; Engineering; Mechanical engineering; Physics; Computer science","score_opus":0.007825105664688295,"score_gpt":0.24677764739053584,"score_spread":0.23895254172584754,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4413885919","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9687405,0.00038337815,0.02281446,0.0000829952,0.00004905565,0.000083899795,0.00031881523,0.0005827511,0.0069440976],"genre_scores_gemma":[0.98790795,0.00021984197,0.010365574,0.000010040446,0.0000049743076,0.000042799395,0.00020743774,0.00005401324,0.0011874327],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996692,0.000038084396,0.000019341098,0.000036678815,0.00018313227,0.000053533335],"domain_scores_gemma":[0.9992824,0.00036096244,0.000065642234,0.0001269852,0.0001058546,0.000058085352],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006595361,0.00038997357,0.0004468807,0.00066611037,0.00029912684,0.00062952907,0.0008105789,0.00077520113,0.001927217],"category_scores_gemma":[0.0014844545,0.00022064695,0.0003816776,0.00043489053,0.0006328021,0.0005378441,0.0006883174,0.0006005344,0.0003405043],"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":[0.0007012508,0.0012916748,0.014301137,0.00069757126,0.00005826109,0.00078083866,0.00086286175,0.7476166,0.15258431,0.009732956,0.0015364522,0.06983609],"study_design_scores_gemma":[0.00003208265,0.0008173664,0.0039800946,0.000033771375,0.000014067979,0.0001020757,0.00016318605,0.93963677,0.052287273,0.0007809353,0.0021173272,0.00003511072],"about_ca_topic_score_codex":0.0017630283,"about_ca_topic_score_gemma":0.0020503884,"teacher_disagreement_score":0.001927217,"about_ca_system_score_codex":0.00028827396,"about_ca_system_score_gemma":0.00039406779,"threshold_uncertainty_score":0.006447196},"labels":[],"label_agreement":null},{"id":"W4414051619","doi":"10.1016/j.istruc.2025.110136","title":"Strengthening reinforced concrete columns using near-surface-mounted steel wire reinforcement: Experimental and numerical investigation","year":2025,"lang":"en","type":"article","venue":"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":"Toronto Metropolitan University","funders":"King Saud University; Kafrelsheikh University","keywords":"Retrofitting; Reinforcement; Brittleness; Reinforced concrete; Diagonal; Durability","score_opus":0.011817162133242217,"score_gpt":0.25906153837413937,"score_spread":0.24724437624089715,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414051619","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981628,0.000041425927,0.00096232095,0.000009546172,0.0000040565233,0.000014554481,0.00006212645,0.00002601346,0.00071716914],"genre_scores_gemma":[0.9976441,0.00006530484,0.0018172371,0.0000026815687,0.0000016641224,0.000012892329,0.00003497784,0.0000034320037,0.00041768877],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9998154,0.000019634203,0.000007859589,0.000029237193,0.00009093235,0.000036933663],"domain_scores_gemma":[0.99943477,0.00018337784,0.00014156144,0.000071935516,0.0001116858,0.00005670999],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039035894,0.00043835116,0.0003466227,0.0004431665,0.0002821618,0.00016032721,0.0005408788,0.000516591,0.0012184277],"category_scores_gemma":[0.00045569323,0.00024709926,0.00022841671,0.00036927708,0.0006827885,0.00027008876,0.00026020926,0.00039334322,0.00015107219],"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":[0.0004989463,0.0010994676,0.006531296,0.00033283312,0.000030134019,0.0005208124,0.0002441851,0.14320025,0.834555,0.00061027356,0.00031398897,0.012062899],"study_design_scores_gemma":[0.00013151798,0.0056536463,0.025995182,0.000042190415,0.00008077621,0.00022747579,0.00045743812,0.30185863,0.66396254,0.00020660022,0.0013322942,0.000051644194],"about_ca_topic_score_codex":0.002094829,"about_ca_topic_score_gemma":0.0049402774,"teacher_disagreement_score":0.002094829,"about_ca_system_score_codex":0.00029496473,"about_ca_system_score_gemma":0.00028774567,"threshold_uncertainty_score":0.004165232},"labels":[],"label_agreement":null},{"id":"W4414113950","doi":"10.1016/j.istruc.2025.110146","title":"Evaluating the behavior of notched connections in timber-concrete composite beams","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Wood Treatment and Properties","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":"Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Connection (principal bundle); Parametric statistics; Beam (structure); Finite element method; Reliability (semiconductor); Measure (data warehouse); Parametric model; Key (lock)","score_opus":0.024979167284959677,"score_gpt":0.3044093490178676,"score_spread":0.2794301817329079,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414113950","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9774563,0.00012002271,0.021463176,0.0000051349475,0.0000031163036,0.000021051857,0.00006654772,0.00011067338,0.00075391366],"genre_scores_gemma":[0.9941292,0.00008217556,0.005471625,0.0000023421785,7.15922e-7,0.000011760282,0.00004614073,0.000007188286,0.00024881196],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99934465,0.00012884123,0.0000423961,0.00010654983,0.0003334896,0.000044101784],"domain_scores_gemma":[0.9977641,0.00096319144,0.00059641025,0.00018456609,0.00042996943,0.00006179254],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001370379,0.0005194294,0.0002096375,0.0013560847,0.00028886605,0.00030718523,0.0005786085,0.00047333044,0.0007799578],"category_scores_gemma":[0.002546575,0.00035710286,0.00017085779,0.00047202557,0.000512994,0.0007181619,0.00038147677,0.0001871755,0.00019717355],"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":[0.00044416555,0.0002042566,0.104935646,0.00029553767,0.00006491097,0.0007159887,0.0009551105,0.3363172,0.4535404,0.0015046188,0.00023489792,0.1007873],"study_design_scores_gemma":[0.000012029997,0.0013473743,0.112038605,0.00006554043,0.00007629159,0.00035831585,0.0006047079,0.5697349,0.31404668,0.00079982384,0.00083555357,0.00008022879],"about_ca_topic_score_codex":0.0016390987,"about_ca_topic_score_gemma":0.0052771997,"teacher_disagreement_score":0.0016390987,"about_ca_system_score_codex":0.00034955321,"about_ca_system_score_gemma":0.00031833016,"threshold_uncertainty_score":0.0072473884},"labels":[],"label_agreement":null},{"id":"W4414130797","doi":"10.1016/j.istruc.2025.110078","title":"A novel rigid shear connection for FRP profile-UHPC hybrid section","year":2025,"lang":"en","type":"article","venue":"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":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"National Development and Reform Commission","keywords":"Fibre-reinforced plastic; Shear (geology); Composite number; Cracking; Failure mode and effects analysis; Flexural rigidity; Connection (principal bundle)","score_opus":0.009134631032294293,"score_gpt":0.24348353011011023,"score_spread":0.23434889907781595,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414130797","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":[0.450089,0.00028305117,0.5057908,0.00013937613,0.00020379848,0.00011985598,0.0003225303,0.0028710223,0.0401805],"genre_scores_gemma":[0.8998502,0.000075453354,0.08982365,0.00003113024,0.00003047995,0.000051381405,0.0001970449,0.0000658843,0.00987478],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99986565,0.000011198533,0.000004815575,0.000038464663,0.00006523408,0.000014659435],"domain_scores_gemma":[0.9998634,0.000011592781,0.000025734162,0.000041440508,0.000039025173,0.000018783145],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009590238,0.0003478417,0.00023186365,0.0003100454,0.00037810946,0.00035545861,0.0010087481,0.00049629295,0.004963432],"category_scores_gemma":[0.00015761516,0.00022393973,0.00021866488,0.0002554145,0.00024322474,0.00042843836,0.00051676563,0.0002454116,0.0015221592],"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":[0.00029899878,0.0001469898,0.0023528622,0.0001597214,0.000030316198,0.00036723734,0.0001088574,0.035683166,0.83225113,0.017214244,0.0026595646,0.10872676],"study_design_scores_gemma":[0.000055992987,0.0015881663,0.010849161,0.000055547123,0.00007741467,0.001381221,0.00012245889,0.44869524,0.48672014,0.0030436413,0.047319185,0.0000918132],"about_ca_topic_score_codex":0.00042860027,"about_ca_topic_score_gemma":0.0009855353,"teacher_disagreement_score":0.004963432,"about_ca_system_score_codex":0.00021743866,"about_ca_system_score_gemma":0.00022593017,"threshold_uncertainty_score":0.016604304},"labels":[],"label_agreement":null},{"id":"W4414517787","doi":"10.1016/j.istruc.2025.110270","title":"The importance of using silica fume and pumice powder in cement-based fiber composites, with a focus on microstructural and mechanical assessments","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Innovative concrete reinforcement materials","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":"Toronto Metropolitan University","funders":"","keywords":"Pumice; Silica fume; Flexural strength; Cementitious; Ultimate tensile strength; Compressive strength; Fiber; Rebar","score_opus":0.008690497055746357,"score_gpt":0.2648130189479009,"score_spread":0.2561225218921545,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414517787","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99002635,0.0025554232,0.0058735814,0.000049515682,0.000027951479,0.000040582723,0.00007815315,0.000055419252,0.0012930577],"genre_scores_gemma":[0.9939114,0.00080256595,0.0046816855,0.00002069221,0.000008322209,0.000017584814,0.000050985742,0.0000153675,0.0004914568],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996581,0.000052182706,0.000028789651,0.00008148379,0.000148834,0.00003058482],"domain_scores_gemma":[0.9997638,0.00006174956,0.000075931894,0.000018481212,0.000057271653,0.000022719969],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030611813,0.00051375595,0.00025054053,0.0003343739,0.00016689337,0.00034143645,0.00019413744,0.00036828022,0.0006444504],"category_scores_gemma":[0.00041364663,0.00021266419,0.00021305915,0.00016070066,0.00027713037,0.0004694439,0.00019336393,0.00038834257,0.0001569358],"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":[0.000038964394,0.000014607442,0.00032517046,0.00006199581,0.000005262587,0.000022587366,0.0000074342233,0.00006754393,0.99802446,0.000018116654,0.0000042778897,0.0014094815],"study_design_scores_gemma":[0.000002529878,0.0002998497,0.0033842972,0.0000068636864,0.000021964466,0.00008069037,0.000023313209,0.00043574025,0.99506,0.000017433582,0.00066299876,0.000004308009],"about_ca_topic_score_codex":0.00050717586,"about_ca_topic_score_gemma":0.0025372864,"teacher_disagreement_score":0.0006444504,"about_ca_system_score_codex":0.00016564773,"about_ca_system_score_gemma":0.00020221407,"threshold_uncertainty_score":0.0021559},"labels":[],"label_agreement":null},{"id":"W4414903845","doi":"10.1016/j.istruc.2025.110371","title":"AI-assisted 3D model generation for discontinuum-based analysis of URM buildings","year":2025,"lang":"en","type":"article","venue":"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 Alberta; Carleton University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Masonry; Block (permutation group theory); Replica; Unreinforced masonry building; Process (computing); Segmentation; Finite element method","score_opus":0.010359804182490056,"score_gpt":0.24905611118594578,"score_spread":0.23869630700345573,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4414903845","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":[0.014038875,0.00008328378,0.9827718,0.00004756789,0.000014348247,0.00003771865,0.00011314609,0.0012976737,0.001595586],"genre_scores_gemma":[0.44471306,0.00024980793,0.5514853,0.00008811749,0.00002699031,0.00017792927,0.00090510695,0.00037120158,0.0019825324],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99978906,0.000026313397,0.000008761588,0.000041728865,0.000115578056,0.000018442875],"domain_scores_gemma":[0.9997907,0.00007463502,0.000031834497,0.000045277156,0.00004279994,0.000014713182],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025827985,0.0006809112,0.00053672533,0.0010971816,0.0002700486,0.0010446775,0.0012733181,0.000977934,0.0018446188],"category_scores_gemma":[0.0007364047,0.0004578581,0.0007549321,0.00053621834,0.0005085146,0.00051446375,0.00096033374,0.0006352524,0.0006678766],"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":[0.000056013247,0.000054770095,0.0018311723,0.00013848348,0.000042473952,0.00025528157,0.0002123544,0.86218417,0.027788598,0.008422405,0.0013502676,0.09766399],"study_design_scores_gemma":[0.0000015293449,0.0000055708247,0.0001424672,0.0000038458325,0.0000021237654,0.00002504409,0.0000131122015,0.9962352,0.0015348748,0.0010712784,0.0009604204,0.0000045875645],"about_ca_topic_score_codex":0.0033589783,"about_ca_topic_score_gemma":0.0062405136,"teacher_disagreement_score":0.0033589783,"about_ca_system_score_codex":0.000396947,"about_ca_system_score_gemma":0.0007592389,"threshold_uncertainty_score":0.0066788793},"labels":[],"label_agreement":null},{"id":"W4415296658","doi":"10.1016/j.istruc.2025.110390","title":"Seismic resilience of concrete shear walls with hybrid CFRP-steel reinforcement: Influence of aspect ratio and concrete size effect","year":2025,"lang":"en","type":"article","venue":"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":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Ductility (Earth science); Shear wall; Resilience (materials science); Stiffness; Tangent; Displacement (psychology); Shear (geology); Carbon fiber reinforced polymer; Aspect ratio (aeronautics)","score_opus":0.0029219169309846354,"score_gpt":0.21160543430504095,"score_spread":0.2086835173740563,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415296658","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9977247,0.00007038269,0.0013910214,0.00002052424,0.0000076848255,0.0000030353563,0.000052566058,0.00004211642,0.0006879524],"genre_scores_gemma":[0.9996774,0.000018435328,0.000114373775,0.000001406254,8.9187773e-7,9.626912e-7,0.000022932878,0.0000054672137,0.00015825602],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99987435,0.000020017631,0.000005061655,0.000025509691,0.000027702976,0.00004748349],"domain_scores_gemma":[0.9992692,0.0003135788,0.00015243705,0.00006799362,0.00009014316,0.000106607644],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003080275,0.00041187517,0.00028434576,0.00083222415,0.00022480763,0.00030693962,0.00031108496,0.00044789913,0.0016808914],"category_scores_gemma":[0.0012252704,0.00025575366,0.00030048226,0.00028257156,0.0004922797,0.00034424028,0.0003442283,0.00026476922,0.0003027326],"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":[0.0014066347,0.00011991554,0.014620524,0.00012550392,0.000074683616,0.0011274061,0.00023567854,0.28362024,0.6860928,0.001359377,0.0003728233,0.010844502],"study_design_scores_gemma":[0.00004557641,0.0012457997,0.06174053,0.00006168217,0.00014428538,0.0004566447,0.0006140248,0.55018663,0.3840656,0.00070795306,0.00066325493,0.00006802382],"about_ca_topic_score_codex":0.0015332003,"about_ca_topic_score_gemma":0.0017271215,"teacher_disagreement_score":0.0016808914,"about_ca_system_score_codex":0.00023616127,"about_ca_system_score_gemma":0.00022145017,"threshold_uncertainty_score":0.005623102},"labels":[],"label_agreement":null},{"id":"W4415541568","doi":"10.1016/j.istruc.2025.110500","title":"Axial compression performance test and residual bearing capacity prediction of CFRP-confined concrete cylinders subjected to post-high-temperature natural cooling","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Fire effects on concrete materials","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":"Petro-Canada","funders":"Science and Technology Major Project of Guangxi; Guangxi Key Research and Development Program; National Natural Science Foundation of China","keywords":"Residual strength; Fibre-reinforced plastic; Bearing capacity; Softening; Residual; Compression (physics); Ultimate tensile strength; Degradation (telecommunications); Cylinder","score_opus":0.004180521516432429,"score_gpt":0.19064782143325001,"score_spread":0.1864672999168176,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415541568","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99871886,0.000044934026,0.00056667184,0.0000075489215,0.0000070547517,0.0000044120743,0.00012723167,0.000025534018,0.0004978897],"genre_scores_gemma":[0.9991179,0.000019195082,0.00010935823,0.0000022707186,0.0000013186943,0.0000030397223,0.00010095751,0.0000045315146,0.00064138294],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997068,0.000019232091,0.000013253556,0.00005878463,0.00014681708,0.00005506134],"domain_scores_gemma":[0.9993687,0.00019631058,0.00009837209,0.000037983227,0.00023142886,0.00006715588],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032746783,0.00036554455,0.00030663397,0.00043467814,0.0003427993,0.00021929355,0.00050422683,0.000418152,0.002673942],"category_scores_gemma":[0.0005728023,0.00018202784,0.00034525665,0.00028869865,0.00054879114,0.00033874362,0.0002176081,0.00032022654,0.00041454172],"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":[0.0032953164,0.00031156075,0.018378805,0.00013896236,0.00003123174,0.00043595376,0.0003892187,0.023641735,0.94093853,0.00023794742,0.000354682,0.01184613],"study_design_scores_gemma":[0.000029059463,0.0024044525,0.14070259,0.000015198729,0.000055995417,0.00013605974,0.00034710337,0.061660666,0.7938983,0.00006511038,0.0006382799,0.000047176443],"about_ca_topic_score_codex":0.00833827,"about_ca_topic_score_gemma":0.0133515615,"teacher_disagreement_score":0.00833827,"about_ca_system_score_codex":0.00032607248,"about_ca_system_score_gemma":0.0004745805,"threshold_uncertainty_score":0.01657945},"labels":[],"label_agreement":null},{"id":"W4415960463","doi":"10.1016/j.istruc.2025.110519","title":"Comparative structural behaviour of steel and GFRP reinforced box culverts","year":2025,"lang":"en","type":"article","venue":"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":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Université de Sherbrooke","funders":"Cooperative Research Centres, Australian Government Department of Industry","keywords":"Culvert; Fibre-reinforced plastic; Box girder; Reinforced concrete","score_opus":0.0066006339127448665,"score_gpt":0.23638141107964172,"score_spread":0.22978077716689685,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415960463","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9993536,0.000027172224,0.00033116122,0.000001719043,9.419893e-7,0.00000427271,0.000025198666,0.000013824371,0.00024214089],"genre_scores_gemma":[0.9969049,0.000038667225,0.0012910893,0.000006156609,6.941956e-7,0.0000045508773,0.00015787371,0.000013268733,0.0015826914],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9996512,0.000028735965,0.000016898866,0.00007187455,0.0001901177,0.00004118082],"domain_scores_gemma":[0.99960965,0.000050707527,0.00009084351,0.000054814158,0.0001337939,0.00006022954],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022633551,0.00026708146,0.00020854974,0.00039866846,0.00016054843,0.00024691792,0.0004270308,0.00041924627,0.0012349937],"category_scores_gemma":[0.0005383855,0.00020211226,0.00017074119,0.00019263814,0.0003722869,0.0002092397,0.00021276216,0.00019782643,0.00031623757],"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":[0.00034371414,0.00005964642,0.012405826,0.000043361266,0.000017446207,0.00032918077,0.00019609583,0.0036906793,0.9736935,0.00007659155,0.000051198487,0.009092757],"study_design_scores_gemma":[0.000025282809,0.004946474,0.24877213,0.000020223755,0.000033759872,0.00088025327,0.0005145393,0.010979209,0.7316773,0.000047300717,0.0020766142,0.00002691315],"about_ca_topic_score_codex":0.0018007752,"about_ca_topic_score_gemma":0.0072073783,"teacher_disagreement_score":0.0018007752,"about_ca_system_score_codex":0.00024815486,"about_ca_system_score_gemma":0.00014503847,"threshold_uncertainty_score":0.004131496},"labels":[],"label_agreement":null},{"id":"W4416072628","doi":"10.1016/j.istruc.2025.110642","title":"Bamboo tenon-peg shear connectors for long-span mass timber composite floors: Experimental study and finite-element stress analysis","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Bamboo properties and applications","field":"Agricultural and Biological Sciences","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; China Scholarship Council","keywords":"Mortise and tenon; Bamboo; Shear (geology); Stiffness; Composite number; Shear stress; Truss; Bending","score_opus":0.014685120035417576,"score_gpt":0.2644885854100394,"score_spread":0.2498034653746218,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416072628","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9971437,0.000053159078,0.0024505074,0.000005739828,0.0000096004105,0.000013220787,0.00004775995,0.000034112032,0.00024213968],"genre_scores_gemma":[0.9949426,0.00004567724,0.00452873,0.0000033277565,0.0000021828184,0.000016683607,0.00005639902,0.000009527524,0.0003949565],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997147,0.00003563327,0.000016873144,0.00004309061,0.00015027027,0.00003937603],"domain_scores_gemma":[0.99955565,0.000074055155,0.00015086576,0.000072603136,0.00009525116,0.00005164246],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006029239,0.0005584038,0.00023485732,0.0005254621,0.00024065687,0.0003145336,0.00031975398,0.0003363114,0.00088272704],"category_scores_gemma":[0.00052756135,0.00019274211,0.00026422023,0.00035020147,0.0003702256,0.00024444785,0.0002844523,0.00027006379,0.00018331275],"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":[0.00025784373,0.00021885731,0.0058176764,0.00017233279,0.000012103422,0.0003030196,0.00024348516,0.016028766,0.96525127,0.00036337826,0.00012762097,0.01120363],"study_design_scores_gemma":[0.00003175256,0.0038124449,0.056297105,0.000037213103,0.000050064962,0.00028482158,0.00039752354,0.091443874,0.84504426,0.00013549742,0.0024119408,0.000053470325],"about_ca_topic_score_codex":0.00055823696,"about_ca_topic_score_gemma":0.0021899992,"teacher_disagreement_score":0.00088272704,"about_ca_system_score_codex":0.00025051233,"about_ca_system_score_gemma":0.00024026002,"threshold_uncertainty_score":0.0031886697},"labels":[],"label_agreement":null},{"id":"W4416378317","doi":"10.1016/j.istruc.2025.110665","title":"Synergistic strengthening of RC beams under torsion using NSM GSWR and steel bars: Experimental and numerical investigation","year":2025,"lang":"en","type":"article","venue":"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":"Toronto Metropolitan University","funders":"King Saud University; Kafrelsheikh University","keywords":"Torsion (gastropod); Brittleness; Reinforcement; Beam (structure); Rope; Reinforced concrete","score_opus":0.011586170298901789,"score_gpt":0.25027435661663816,"score_spread":0.23868818631773636,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416378317","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9965424,0.00012812145,0.0020857048,0.000016062544,0.000008552225,0.00002034186,0.00006871162,0.000046435092,0.001083707],"genre_scores_gemma":[0.99651635,0.00010125961,0.0029169917,0.0000041344683,0.000002090899,0.000015401518,0.000024811021,0.0000044929893,0.00041437685],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99977773,0.000027718028,0.000011463987,0.00004073401,0.00009788686,0.000044570832],"domain_scores_gemma":[0.9996319,0.00009235424,0.00009354898,0.000048391197,0.00009849977,0.0000352628],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00066514936,0.000507216,0.00048541508,0.00065478275,0.0002301786,0.00020444511,0.0006371029,0.00056251016,0.0013477139],"category_scores_gemma":[0.00051539927,0.00027811396,0.00035815945,0.00042107748,0.00055375503,0.00034018976,0.0003748083,0.00031100903,0.00017839424],"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":[0.00056138186,0.00047465335,0.009419303,0.000524492,0.00005013663,0.0005227038,0.00030183292,0.15011732,0.8140185,0.000833606,0.00035619512,0.02281986],"study_design_scores_gemma":[0.00009604824,0.004458843,0.020158889,0.00006504065,0.00011434917,0.00018481353,0.0004352408,0.47751328,0.49496043,0.00022579402,0.0017260474,0.000061283274],"about_ca_topic_score_codex":0.0014246263,"about_ca_topic_score_gemma":0.003176179,"teacher_disagreement_score":0.0014246263,"about_ca_system_score_codex":0.00026665197,"about_ca_system_score_gemma":0.00022114844,"threshold_uncertainty_score":0.004508555},"labels":[],"label_agreement":null},{"id":"W4416715039","doi":"10.1016/j.istruc.2025.110742","title":"Blast response of ultra-high performance concrete beams with high-strength steel and varying detailing levels under far-field blast loads","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Structural Response to Dynamic Loads","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 Ottawa","funders":"Fundamental Research Funds for the Central Universities; Natural Sciences and Engineering Research Council of Canada; Sichuan Province Science and Technology Support Program","keywords":"Blast wave; Beam (structure); Blast furnace; Reinforced concrete","score_opus":0.005717546404339398,"score_gpt":0.213500755542749,"score_spread":0.2077832091384096,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4416715039","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9987452,0.00007395342,0.00088080287,0.0000043802097,0.000002849985,0.000005612042,0.000027514225,0.000010939874,0.00024872314],"genre_scores_gemma":[0.9983449,0.00009656063,0.00075700367,0.000010894434,0.0000010389798,0.000004218645,0.000058044196,0.0000037159105,0.0007235928],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997305,0.000026943273,0.000014969128,0.000031736552,0.00015149011,0.00004430949],"domain_scores_gemma":[0.9996836,0.00007818906,0.000069548696,0.00002631544,0.000100642064,0.000041638763],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040560568,0.00038607372,0.00026941852,0.00025723124,0.00016332573,0.00012797743,0.00022254024,0.00035724964,0.0011862331],"category_scores_gemma":[0.00039791726,0.00020495335,0.0002015223,0.00017279484,0.00030551024,0.00019786379,0.00028577694,0.0002442971,0.0002684762],"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":[0.00033616077,0.000042169697,0.0036029397,0.00004619886,0.000011134881,0.000081400336,0.00009871353,0.00739412,0.9835834,0.000032199416,0.000027878448,0.004743646],"study_design_scores_gemma":[0.000016410215,0.0022154592,0.059171006,0.000021417736,0.000025093634,0.00014487785,0.00023270086,0.017539283,0.9199282,0.000048715614,0.0006342834,0.000022498787],"about_ca_topic_score_codex":0.0011853543,"about_ca_topic_score_gemma":0.0033308119,"teacher_disagreement_score":0.0011862331,"about_ca_system_score_codex":0.00020685139,"about_ca_system_score_gemma":0.0001405762,"threshold_uncertainty_score":0.0039682984},"labels":[],"label_agreement":null},{"id":"W4417070067","doi":"10.1016/j.istruc.2025.110792","title":"Experimental characterization of vertical wall connections in a veneer-based mass timber material","year":2025,"lang":"en","type":"article","venue":"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":"Boise Cascade (Canada)","funders":"","keywords":"Stiffness; Connection (principal bundle); Aspect ratio (aeronautics); Shear (geology); Cross laminated timber; Composite number; Shear strength (soil); Joint (building); Flexural strength","score_opus":0.006525111444264358,"score_gpt":0.21649233880826615,"score_spread":0.2099672273640018,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4417070067","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980939,0.000059939357,0.00089847116,0.000005307849,0.000008119742,0.0000112941625,0.00005500838,0.000023350929,0.0008445202],"genre_scores_gemma":[0.9981804,0.000024847262,0.00067326386,0.0000027714643,0.000003121347,0.000009653436,0.000050695566,0.000008833242,0.0010465543],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9997545,0.00003196845,0.0000080955115,0.000052680083,0.00010360436,0.00004924895],"domain_scores_gemma":[0.9994925,0.00016362521,0.00009367502,0.00008718242,0.00012220042,0.00004074542],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003087128,0.00033664456,0.00019671912,0.0003098891,0.0004862966,0.0002081062,0.00039558875,0.0004737182,0.0036542986],"category_scores_gemma":[0.00064524176,0.00020302451,0.00015125496,0.0003060685,0.00053798634,0.00038120797,0.00023269704,0.00031607447,0.00028480263],"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":[0.00021103896,0.00014225229,0.0010388466,0.00004475138,0.0000044924327,0.00006977768,0.0001354793,0.0013441275,0.9946878,0.00015052759,0.00006841821,0.0021024446],"study_design_scores_gemma":[0.000025332698,0.0026543757,0.024051035,0.000011445914,0.000026284246,0.00011492987,0.00021931832,0.0048674624,0.96656793,0.00007155805,0.00137809,0.0000122126485],"about_ca_topic_score_codex":0.00069252914,"about_ca_topic_score_gemma":0.001601061,"teacher_disagreement_score":0.0036542986,"about_ca_system_score_codex":0.00019149228,"about_ca_system_score_gemma":0.00020285095,"threshold_uncertainty_score":0.012224853},"labels":[],"label_agreement":null},{"id":"W4417187066","doi":"10.1016/j.istruc.2025.110760","title":"Data-driven framework for evaluation of building seismic performance: Application to reinforced concrete shear walls","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":0,"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":"Natural Sciences and Engineering Research Council of Canada","keywords":"Shear wall; Reinforced concrete; Shear (geology); Seismic analysis; Shear strength (soil)","score_opus":0.017400752163160244,"score_gpt":0.30957034238433107,"score_spread":0.29216959022117084,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4417187066","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":[0.029691061,0.00006215876,0.9630388,0.000057844813,0.000023926748,0.00008527916,0.00070952374,0.005158475,0.0011730768],"genre_scores_gemma":[0.59879446,0.000116533854,0.39702764,0.00006156471,0.000026000307,0.00038543707,0.0017521178,0.00047397043,0.0013622824],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9993918,0.0001319407,0.00003695747,0.00009783359,0.0002939735,0.000047402536],"domain_scores_gemma":[0.9988481,0.0004080987,0.00009184161,0.00014585705,0.00045148592,0.0000545943],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0010586894,0.001228549,0.0008607067,0.0011195217,0.00041717,0.0012862723,0.0016401714,0.0010691702,0.00254107],"category_scores_gemma":[0.0028535123,0.00043368712,0.00075152796,0.0008990553,0.0005257825,0.0008578001,0.00094128505,0.00084579014,0.00075732253],"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":[0.0001728027,0.00029097803,0.0024977252,0.00012226161,0.000064852204,0.00012947732,0.000081795624,0.9088418,0.0092217615,0.006975771,0.0016592082,0.06994158],"study_design_scores_gemma":[0.000005132106,0.000013200648,0.00018672216,0.0000039167485,0.0000030265885,0.000012362142,0.000008881449,0.99679714,0.0015869553,0.0010342624,0.0003420792,0.0000063081206],"about_ca_topic_score_codex":0.014240615,"about_ca_topic_score_gemma":0.015692046,"teacher_disagreement_score":0.014240615,"about_ca_system_score_codex":0.0008584143,"about_ca_system_score_gemma":0.0014587166,"threshold_uncertainty_score":0.028315485},"labels":[],"label_agreement":null},{"id":"W4417189284","doi":"10.1016/j.istruc.2025.110894","title":"Resilience and degradation of seismic isolation systems in complex environments: A state-of-the-art review","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Seismic Performance and 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":"University of British Columbia","funders":"National Key Research and Development Program of China; Natural Science Foundation of Jiangsu Province","keywords":"Resilience (materials science); Isolation (microbiology); Seismic isolation; Multiphysics; Degradation (telecommunications); Natural rubber; Mechanism (biology)","score_opus":0.0066304173718586676,"score_gpt":0.22286981814858908,"score_spread":0.21623940077673043,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4417189284","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":[0.0026843534,0.99193454,0.0027917463,0.000705352,0.00019505977,0.000009923369,0.000074664495,0.000021673513,0.0015826867],"genre_scores_gemma":[0.01957725,0.9786927,0.0008664189,0.000120105455,0.0004247909,0.000009453396,0.0000699831,0.000005396857,0.00023391124],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.99942005,0.00010684992,0.00007797859,0.00014350147,0.00018047035,0.000071056464],"domain_scores_gemma":[0.9952276,0.0034579667,0.0005560008,0.00010452257,0.00054204115,0.00011187593],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0015755226,0.0012872264,0.0015050181,0.0028335939,0.00034955473,0.0023231835,0.0013408962,0.0015523097,0.00245221],"category_scores_gemma":[0.004927032,0.00038882284,0.00069806504,0.0032029382,0.0011117015,0.002973241,0.001214874,0.0008394527,0.00046956338],"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":[0.00014664083,0.00010584598,0.003423228,0.033855088,0.00034056394,0.0001712797,0.00035661872,0.011885732,0.0018364409,0.017821148,0.009702949,0.9203545],"study_design_scores_gemma":[0.000036296555,0.0011037394,0.023599043,0.047577135,0.0022733915,0.0026300987,0.0034256813,0.021719066,0.0066124303,0.08110296,0.80953795,0.00038219822],"about_ca_topic_score_codex":0.0022182348,"about_ca_topic_score_gemma":0.0022535855,"teacher_disagreement_score":0.0028335939,"about_ca_system_score_codex":0.00070834305,"about_ca_system_score_gemma":0.002208352,"threshold_uncertainty_score":0.008332312},"labels":[],"label_agreement":null},{"id":"W4417256714","doi":"10.1016/j.istruc.2025.110888","title":"Numerical analysis of perforated steel fuse in timber-braced frames","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Seismic Performance and 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 Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Fuse (electrical); Numerical analysis; Numerical models; Finite element method; Computer simulation","score_opus":0.004542906449003968,"score_gpt":0.23497094411541153,"score_spread":0.23042803766640757,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4417256714","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.94723916,0.00037363693,0.033798587,0.0002217271,0.000044242603,0.000051958843,0.0002186287,0.00012923377,0.01792281],"genre_scores_gemma":[0.99446106,0.00009124084,0.0037471785,0.00001644825,0.0000043352006,0.000021092235,0.00004683298,0.000013239373,0.0015985557],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99985814,0.000028323255,0.0000066528173,0.000019185722,0.00004462797,0.00004309474],"domain_scores_gemma":[0.9996432,0.00018265832,0.00007278892,0.000016993337,0.000054973316,0.000029346991],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003421843,0.00037701378,0.0004356723,0.0005040637,0.00050148537,0.0007237583,0.0005485585,0.0013645017,0.0023725813],"category_scores_gemma":[0.0010865777,0.00027393314,0.00039697764,0.00046380525,0.001018795,0.00038943582,0.00045295726,0.00032943775,0.00022400804],"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":[0.0000591614,0.000025681233,0.0015465249,0.00004278714,0.000009956645,0.00033226935,0.000075864475,0.9885399,0.0055016456,0.0015921094,0.00016151978,0.0021125774],"study_design_scores_gemma":[0.0000068411628,0.00003462992,0.0005606817,0.000008974069,0.000003622799,0.00002737838,0.00005973058,0.9983311,0.00054972805,0.00021152229,0.00019986385,0.000005899656],"about_ca_topic_score_codex":0.008437405,"about_ca_topic_score_gemma":0.007216224,"teacher_disagreement_score":0.008437405,"about_ca_system_score_codex":0.0005572804,"about_ca_system_score_gemma":0.00062768057,"threshold_uncertainty_score":0.016776562},"labels":[],"label_agreement":null},{"id":"W6921941471","doi":"10.1016/j.istruc.2025.108286","title":"Time-domain buffeting response prediction of a long-span bridge: A hybrid machine learning framework","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Fluid Dynamics and Vibration Analysis","field":"Engineering","cited_by":16,"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; Université du Québec à Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Autoencoder; Aeroelasticity; Serviceability (structure); Bridge (graph theory); Extrapolation; Feature learning; Artificial neural network; Interpolation (computer graphics)","score_opus":0.0034495680507203265,"score_gpt":0.21540884210033856,"score_spread":0.21195927404961823,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W6921941471","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":[0.13570443,0.00080932834,0.8598754,0.00044196105,0.00005931523,0.000036290363,0.00015711105,0.00064518815,0.0022710222],"genre_scores_gemma":[0.9531809,0.0003223071,0.043020584,0.00013281599,0.000052422067,0.00009055501,0.000287524,0.000027482094,0.0028854625],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99986434,0.00003070828,0.000007485334,0.000046533223,0.000027218488,0.000023679786],"domain_scores_gemma":[0.9997254,0.00013639157,0.00003047379,0.000015011567,0.00007455886,0.00001811884],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005697094,0.0005685634,0.00044350163,0.00045297193,0.00022378755,0.000528785,0.0009362837,0.001062232,0.00094580423],"category_scores_gemma":[0.0008837538,0.00030680798,0.00057480397,0.0003784616,0.00034917152,0.0005987655,0.00054788723,0.0009510426,0.00020754244],"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":[0.00003079968,0.000036547422,0.00104125,0.00001806222,0.000027876562,0.000045823257,0.000021163689,0.9703765,0.0013774537,0.0014232158,0.00029524317,0.025306098],"study_design_scores_gemma":[5.474127e-7,0.00000407128,0.000066472225,9.175134e-7,0.0000018405643,0.0000017435038,0.0000010402402,0.99961996,0.00006672927,0.0002100011,0.000025632655,0.0000010018864],"about_ca_topic_score_codex":0.008152774,"about_ca_topic_score_gemma":0.0063678287,"teacher_disagreement_score":0.008152774,"about_ca_system_score_codex":0.00042597228,"about_ca_system_score_gemma":0.00060762523,"threshold_uncertainty_score":0.016210675},"labels":[],"label_agreement":null},{"id":"W7093322592","doi":"10.1016/j.istruc.2025.109914","title":"Cyclic strength degradation of shallow cast-in-place anchor bolts modeled using continuous surface cap plasticity","year":2025,"lang":"en","type":"article","venue":"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":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Brittleness; Dissipation; Slab; Parametric statistics; Plasticity; Monotonic function; Exponent; Strength reduction","score_opus":0.01088965051728307,"score_gpt":0.2473026810344649,"score_spread":0.23641303051718182,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7093322592","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9901085,0.000083216204,0.008048672,0.000017001403,0.000006213433,0.000013387498,0.00011626154,0.000083190025,0.0015234932],"genre_scores_gemma":[0.99913627,0.000033014312,0.00044968093,0.000001944844,5.2429203e-7,0.0000051409315,0.000022284174,0.0000057322036,0.00034542824],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9998965,0.0000101303,0.000004644328,0.00002006758,0.000043183863,0.000025459729],"domain_scores_gemma":[0.99971837,0.00009136108,0.000089924324,0.000038374514,0.000040319024,0.000021627515],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018758015,0.0003967518,0.000251057,0.0003984823,0.00010824437,0.00027316922,0.0006021472,0.0005764502,0.0010964058],"category_scores_gemma":[0.0005179686,0.00018858965,0.00037421027,0.00030196237,0.00049628544,0.00022966124,0.00028158404,0.00036183384,0.00017658983],"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":[0.0002002103,0.00009492315,0.004896072,0.00009857352,0.00002146099,0.000521479,0.000097721386,0.86725193,0.117563605,0.00045513522,0.0001274718,0.008671314],"study_design_scores_gemma":[0.0000051447755,0.0002234046,0.0067812316,0.000008696613,0.000013070286,0.00007664439,0.000030072626,0.97626096,0.016341483,0.000100805395,0.00014597425,0.00001265252],"about_ca_topic_score_codex":0.004138973,"about_ca_topic_score_gemma":0.004158878,"teacher_disagreement_score":0.004138973,"about_ca_system_score_codex":0.0003323247,"about_ca_system_score_gemma":0.0002927143,"threshold_uncertainty_score":0.008229792},"labels":[],"label_agreement":null},{"id":"W7106026601","doi":"10.1016/j.istruc.2025.110623","title":"Numerical and analytical research of CLT shear wall structures considering the influence of orthogonal wall connections","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Wood Treatment and Properties","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 Northern British Columbia; FPInnovations; 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":"Shear wall; Perpendicular; Stiffness; Parametric statistics; Shear (geology); Cross laminated timber","score_opus":0.032139418518781646,"score_gpt":0.30819869342682876,"score_spread":0.2760592749080471,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7106026601","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9345512,0.0001836538,0.05644104,0.00007057497,0.00002133104,0.000026824253,0.000054723456,0.00007249749,0.008578295],"genre_scores_gemma":[0.9925252,0.00009034277,0.0065910122,0.0000052323917,0.0000033464896,0.000014416323,0.000017919105,0.000008133059,0.000744463],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999859,0.000028720318,0.000005099276,0.000025198957,0.000056909637,0.000025087173],"domain_scores_gemma":[0.9996294,0.00017285753,0.00008410933,0.000035669058,0.00005945447,0.0000184977],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032296043,0.00041272078,0.00025655475,0.0004261398,0.0002678613,0.00043010685,0.00038763977,0.00052188616,0.0012878034],"category_scores_gemma":[0.0011144811,0.00020419984,0.00024553097,0.00030180466,0.00072398497,0.00035395587,0.0003160802,0.00020070502,0.00016623172],"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":[0.000071269365,0.000057573805,0.0029052095,0.00018316452,0.000011799185,0.00039223564,0.00016043516,0.8718419,0.10876305,0.0038630029,0.00012494822,0.011625476],"study_design_scores_gemma":[0.000005912817,0.000072357,0.0015687875,0.000012679849,0.0000066710754,0.000085963926,0.00009927725,0.98725224,0.010021623,0.0004660412,0.00039857102,0.000009973088],"about_ca_topic_score_codex":0.001319364,"about_ca_topic_score_gemma":0.0021729006,"teacher_disagreement_score":0.001319364,"about_ca_system_score_codex":0.00022921739,"about_ca_system_score_gemma":0.00041806814,"threshold_uncertainty_score":0.004308164},"labels":[],"label_agreement":null},{"id":"W7113905489","doi":"10.1016/j.istruc.2025.110897","title":"Influence of seismic force reduction factors for wall and outrigger systems on the seismic performance of high-rise outrigger structures","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Seismic and Structural Analysis of Tall Buildings","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, Okanagan Campus; University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada; University of British Columbia","keywords":"Outrigger; Reduction (mathematics); Seismic loading; Seismic analysis; Restoring force","score_opus":0.005855378771062307,"score_gpt":0.2067540901765797,"score_spread":0.20089871140551738,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7113905489","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99735487,0.000045707795,0.0019221031,0.0000041656394,0.0000025812483,0.0000039211345,0.000014544974,0.000019374507,0.00063272176],"genre_scores_gemma":[0.99864143,0.000023651433,0.001141648,0.0000021531762,6.901564e-7,0.0000023505554,0.000013977415,0.0000055151286,0.00016861693],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99964154,0.000091764006,0.000024892772,0.000045916913,0.00012765444,0.00006820928],"domain_scores_gemma":[0.99918264,0.0003885051,0.00017482629,0.00008543021,0.000119015785,0.00004958511],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00057075755,0.0006514669,0.00030106894,0.00046367283,0.00019002808,0.00040170804,0.00030243373,0.00032577265,0.0010334433],"category_scores_gemma":[0.0014175093,0.00016374113,0.00027314917,0.00024406242,0.00027886935,0.00035516155,0.00030519,0.0002389585,0.0002669137],"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":[0.0013499941,0.00033529775,0.03761778,0.00021589504,0.000062948995,0.00044819558,0.00025227142,0.088512644,0.78289396,0.00035359964,0.00018805987,0.087769344],"study_design_scores_gemma":[0.00005212632,0.007578302,0.18293042,0.00004400643,0.00022246619,0.0005903198,0.0009995811,0.11466018,0.6903655,0.00025782594,0.0022116008,0.00008777274],"about_ca_topic_score_codex":0.00082338764,"about_ca_topic_score_gemma":0.002615767,"teacher_disagreement_score":0.0010334433,"about_ca_system_score_codex":0.0001976686,"about_ca_system_score_gemma":0.0002228632,"threshold_uncertainty_score":0.0034572482},"labels":[],"label_agreement":null},{"id":"W7116355345","doi":"10.1016/j.istruc.2025.110926","title":"Real-time hybrid simulation of a shear-type building under multi-mode control using a segmented tuned liquid damper","year":2025,"lang":"en","type":"article","venue":"Structures","topic":"Vibration Control and Rheological Fluids","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":"University of Toronto","funders":"Natural Science Basic Research Program of Shaanxi Province; Fundamental Research Funds for the Central Universities; Natural Sciences and Engineering Research Council of Canada; National Natural Science Foundation of China; Center for Health Design","keywords":"Slosh dynamics; Displacement (psychology); Tuned mass damper; Vibration; Vibration control; Damper; Transfer function; Roof; Computer simulation","score_opus":0.012012180916303215,"score_gpt":0.2832166436622465,"score_spread":0.2712044627459433,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W7116355345","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"metacan-v3-hybrid-931329e0061c","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95594126,0.00006103617,0.03130916,0.00017110819,0.00006181698,0.000040660554,0.0002077785,0.00062009733,0.011587153],"genre_scores_gemma":[0.99687445,0.000011914189,0.0020388763,0.000015142779,0.0000026567648,0.000016946999,0.000045110137,0.00002277903,0.00097205775],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99989474,0.00002392097,0.000004014405,0.000019948706,0.0000255299,0.00003181729],"domain_scores_gemma":[0.9995876,0.00024214355,0.000037977818,0.000023708928,0.00005021431,0.00005834908],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021956218,0.0005603296,0.0006425342,0.0004116071,0.00052836654,0.0007508265,0.00083327474,0.001495926,0.0051521044],"category_scores_gemma":[0.00060156523,0.00033806206,0.0004861328,0.00028069707,0.0008042672,0.0004491058,0.00046634345,0.00057282334,0.00021405486],"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":[0.00012962813,0.000078189434,0.0007822557,0.00002722756,0.000016397385,0.00012215713,0.000055227403,0.9937172,0.003068877,0.00045844525,0.00014381237,0.0014005452],"study_design_scores_gemma":[0.000009443682,0.000024438486,0.0001845503,0.0000011178413,0.0000023436694,0.0000033622139,0.000012139302,0.99929655,0.00037290476,0.000044780376,0.000045511642,0.0000028802262],"about_ca_topic_score_codex":0.013252034,"about_ca_topic_score_gemma":0.007895536,"teacher_disagreement_score":0.013252034,"about_ca_system_score_codex":0.00049779704,"about_ca_system_score_gemma":0.0005351132,"threshold_uncertainty_score":0.026349783},"labels":[],"label_agreement":null}]}