{"meta":{"query_hash":"1c099729622f","filters":{"venue":"Journal of Performance of Constructed Facilities"},"cohort_total":90,"direct_labels_cover":0,"predictions_cover":90,"exported":90,"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/1c099729622f","api":"https://metacan.xera.ac/api/v1/cohort?venue=Journal+of+Performance+of+Constructed+Facilities"},"results":[{"id":"W1487343301","doi":"10.1061/(asce)cf.1943-5509.0000771","title":"Energy-Dissipation Performance of Typical Beam-Column Joints in Yingxian Wood Pagoda: Experimental Study","year":2015,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":50,"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 New Brunswick","funders":"","keywords":"Mortise and tenon; Structural engineering; Pagoda; Beam (structure); Joint (building); Stiffness; Dissipation; Engineering; Computer science","score_opus":0.022560262856208036,"score_gpt":0.21779933792870343,"score_spread":0.19523907507249538,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1487343301","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9974789,0.0010284898,0.000007140987,0.000005775599,0.0003798184,0.00011038223,0.0000133033545,0.000018013869,0.00095819944],"genre_scores_gemma":[0.9994785,0.000109603694,0.00024446397,0.0000018055638,0.00004974138,0.000007753174,0.0000032902053,0.000012277764,0.00009255615],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9984424,0.000038973794,0.0008356044,0.000084555104,0.00039867772,0.0001997766],"domain_scores_gemma":[0.99931365,0.000025629506,0.00021946176,0.00013894982,0.0002174449,0.00008484389],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022841741,0.0001843723,0.00046486422,0.0003035828,0.00003207428,0.000016720325,0.00016225965,0.000079323625,0.000078416],"category_scores_gemma":[0.00002008533,0.00015552065,0.00007153827,0.00018643435,0.00015668766,0.000641944,0.000028436209,0.00018563117,0.0000029322994],"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":[0.002492718,0.0009812856,0.92804664,0.00054452464,0.00047235322,0.000024826799,0.026544139,0.008972623,0.013978766,0.00007735943,0.00021580255,0.01764898],"study_design_scores_gemma":[0.01089995,0.012486369,0.14131637,0.0009790728,0.00013661062,0.00028905415,0.07074527,0.022459397,0.7392577,0.000057127516,0.0005765261,0.00079659],"about_ca_topic_score_codex":0.000029295492,"about_ca_topic_score_gemma":0.000017022061,"teacher_disagreement_score":0.78673023,"about_ca_system_score_codex":0.00012025781,"about_ca_system_score_gemma":0.00012098134,"threshold_uncertainty_score":0.63419485},"labels":[],"label_agreement":null},{"id":"W1883090976","doi":"10.1061/(asce)cf.1943-5509.0000767","title":"Simplified Framework for Blast-Risk-Based Cost-Benefit Analysis for Reinforced Concrete-Block Buildings","year":2015,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Structural Response to Dynamic Loads","field":"Engineering","cited_by":12,"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","funders":"Federal Emergency Management Agency; National Institute of Standards and Technology; U.S. Department of Defense","keywords":"Probabilistic logic; Shear wall; Limit state design; Fragility; Probabilistic risk assessment; Downtime; Risk management; Engineering; Reliability engineering; Computer science; Block (permutation group theory); Structural engineering; Risk assessment; Risk analysis (engineering); Mathematics","score_opus":0.018266273033651886,"score_gpt":0.24591103061439037,"score_spread":0.2276447575807385,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1883090976","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8957934,0.00017307712,0.10234838,0.000030775802,0.0005009527,0.000421787,0.00057556434,0.000064179425,0.00009187739],"genre_scores_gemma":[0.9366982,0.00004847331,0.06292277,0.000020195153,0.00010895898,0.000028051749,0.000020666594,0.000030005533,0.00012265614],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99773365,0.000024876399,0.0011725372,0.00015483581,0.00047339802,0.0004406811],"domain_scores_gemma":[0.99626255,0.0011498155,0.00069472456,0.00030060054,0.0013535658,0.00023871617],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00057040947,0.00031961207,0.0009139703,0.00068282493,0.00008557677,0.00005567541,0.00038757373,0.00025351706,0.000056815043],"category_scores_gemma":[0.0013438618,0.00028426922,0.0005125926,0.00053512416,0.00025875142,0.00038284963,0.000021306556,0.0003654956,0.0000014336713],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0041711796,0.0000023112816,0.008474102,0.00061724026,0.0019009887,0.000001553737,0.0010484884,0.9679328,0.0049496735,0.0040647583,0.00027104214,0.0065658516],"study_design_scores_gemma":[0.0053503877,0.0012803089,0.001652128,0.00023914452,0.0011021557,0.000051147024,0.0022752117,0.9269758,0.05473788,0.001650377,0.004058556,0.0006269018],"about_ca_topic_score_codex":0.000010488166,"about_ca_topic_score_gemma":0.0000036403405,"teacher_disagreement_score":0.049788207,"about_ca_system_score_codex":0.00022061539,"about_ca_system_score_gemma":0.00034355483,"threshold_uncertainty_score":0.99996096},"labels":[],"label_agreement":null},{"id":"W1886077247","doi":"10.1061/(asce)cf.1943-5509.0000742","title":"Resilience Evaluation of Seismically Detailed Reinforced Concrete-Block Shear Walls for Blast-Risk Assessment","year":2015,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Structural Response to Dynamic Loads","field":"Engineering","cited_by":12,"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; Canada Masonry Design Centre; McMaster University","keywords":"Structural engineering; Masonry; Shear wall; Resilience (materials science); Ductility (Earth science); Unreinforced masonry building; Explosive material; Reinforced concrete; Engineering; Materials science; Creep","score_opus":0.017969951618146192,"score_gpt":0.2612769678437529,"score_spread":0.24330701622560674,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1886077247","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99639636,0.00019621223,0.001571745,0.000019522,0.0004576806,0.00033916082,0.00010770264,0.000025857285,0.0008857731],"genre_scores_gemma":[0.9886321,0.00010127325,0.011089697,0.0000046289274,0.000054317745,0.0000085714055,0.0000048030774,0.00001512631,0.00008948336],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99721247,0.00011637289,0.0012013614,0.00010760447,0.0011013099,0.00026090952],"domain_scores_gemma":[0.99616385,0.00033300248,0.0006313442,0.00023619186,0.0024970723,0.00013852646],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0016793283,0.00020678117,0.00056225946,0.00027387842,0.000039649476,0.000021780954,0.00029525146,0.00013024955,0.00007478466],"category_scores_gemma":[0.0010872813,0.000176255,0.00015620475,0.00018558942,0.0003144465,0.00055714004,0.000028918921,0.0002922549,0.0000015320535],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0020175902,0.000004373016,0.010356264,0.0007131776,0.00046191228,0.0000017087252,0.0022119372,0.8789259,0.08031778,0.0005875202,0.0003186255,0.024083199],"study_design_scores_gemma":[0.0038335237,0.00096317165,0.0078813005,0.00023016513,0.00019776473,0.00009932429,0.0021203088,0.9358917,0.048029855,0.00028922674,0.00023293037,0.00023071692],"about_ca_topic_score_codex":0.0000071397835,"about_ca_topic_score_gemma":0.0000018988796,"teacher_disagreement_score":0.056965802,"about_ca_system_score_codex":0.00029818705,"about_ca_system_score_gemma":0.0010565823,"threshold_uncertainty_score":0.718747},"labels":[],"label_agreement":null},{"id":"W1963634967","doi":"10.1061/(asce)cf.1943-5509.0000573","title":"Experimental Investigation and Numerical Modeling of Tongue-and-Groove Plank Wood Decking under the Effects of Concentrated Loads","year":2014,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","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":true,"ca_institutions":"University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Plank; Deflection (physics); Stiffness; Finite element method; Engineering; Roof","score_opus":0.008876274723307981,"score_gpt":0.1866452098292302,"score_spread":0.1777689351059222,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1963634967","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9960889,0.0030809662,0.0004829114,0.000010526604,0.00012655699,0.00006660382,0.000004679623,0.0000084978665,0.00013032605],"genre_scores_gemma":[0.99946743,0.0001794228,0.00031662587,0.000004021127,0.0000200807,0.0000012381073,0.0000012352376,0.000006021758,0.0000039447064],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99925965,0.000034415487,0.00039873485,0.00004652165,0.0001608033,0.000099856166],"domain_scores_gemma":[0.99953765,0.00012167666,0.00014970438,0.00006095361,0.00009291698,0.000037088554],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010049059,0.00010942514,0.00028252503,0.00006529854,0.00003511262,0.000011700133,0.00006095405,0.000049033737,0.0000072388143],"category_scores_gemma":[0.000023694955,0.0000732263,0.0000361773,0.00005756344,0.00027015744,0.00022857105,0.000014960462,0.000108975495,1.07031596e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007155635,0.00007347417,0.10362944,0.0037871131,0.0011891145,0.0000028137824,0.029418001,0.09516109,0.75076526,0.0038975845,0.00003355289,0.01132699],"study_design_scores_gemma":[0.0012618185,0.0006371361,0.002646679,0.000504478,0.00006957303,0.000058089638,0.0049068443,0.20983261,0.7797916,0.00016699191,0.000009275645,0.000114917966],"about_ca_topic_score_codex":0.00001393724,"about_ca_topic_score_gemma":5.752143e-7,"teacher_disagreement_score":0.11467152,"about_ca_system_score_codex":0.000016706945,"about_ca_system_score_gemma":0.000028031574,"threshold_uncertainty_score":0.29860818},"labels":[],"label_agreement":null},{"id":"W1968430717","doi":"10.1061/(asce)cf.1943-5509.0000008","title":"Seismic Safety Assessment of Gated Spillways","year":2009,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Dam Engineering and Safety","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":"Polytechnique Montréal","funders":"","keywords":"Hoist (device); Structural engineering; Engineering; Spillway; Failure mode and effects analysis; Geotechnical engineering","score_opus":0.005508784859070188,"score_gpt":0.20319984949373995,"score_spread":0.19769106463466976,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1968430717","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9896443,0.00026992356,0.0043638535,0.000022136843,0.00037958423,0.00004807906,0.0000753837,0.000044844237,0.0051519307],"genre_scores_gemma":[0.9955751,0.00063725846,0.0036842828,0.0000044050976,0.00003965763,2.1754325e-7,0.0000044392405,0.000008240352,0.000046437748],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985913,0.000013837176,0.0008521529,0.00005477873,0.00030057938,0.00018733558],"domain_scores_gemma":[0.9992889,0.000040100294,0.00020217821,0.00015094243,0.00025229555,0.0000655609],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00023873703,0.00015370079,0.00046090642,0.00022865404,0.00002509893,0.000007650723,0.00017457201,0.00007692152,0.00008385702],"category_scores_gemma":[0.00002083322,0.00013644925,0.00012167348,0.00017992673,0.000101486,0.0002678857,0.000008794932,0.00028070135,8.466837e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00012329889,0.000045779267,0.009550489,0.0007282372,0.00022941346,0.000005867221,0.00059881236,0.92582697,0.027495591,0.0010460542,0.00027301867,0.034076486],"study_design_scores_gemma":[0.0033431684,0.0018027426,0.27352005,0.0012158433,0.00012431378,0.00051424734,0.0015171616,0.6318553,0.074478745,0.00023585881,0.010697404,0.00069514866],"about_ca_topic_score_codex":0.0000018383892,"about_ca_topic_score_gemma":2.2086493e-7,"teacher_disagreement_score":0.29397163,"about_ca_system_score_codex":0.00006677255,"about_ca_system_score_gemma":0.00009684466,"threshold_uncertainty_score":0.5564239},"labels":[],"label_agreement":null},{"id":"W1972574849","doi":"10.1061/(asce)cf.1943-5509.0000699","title":"Reliability-Based Condition Assessment of an Externally Restrained Bridge Deck System Considering Uncertainties in Key Design Parameters","year":2014,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Concrete Corrosion and Durability","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":true,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Bridge deck; Structural engineering; Bridge (graph theory); Deck; Engineering; Reliability (semiconductor); Deflection (physics); Structural system; Reliability engineering; Finite element method; Structural load","score_opus":0.018094891102036315,"score_gpt":0.24061214835682015,"score_spread":0.22251725725478383,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1972574849","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97971994,0.000038131948,0.019488974,0.000008896719,0.0003153787,0.00018129063,0.000041683714,0.000045785324,0.0001599435],"genre_scores_gemma":[0.9789114,0.000021729096,0.021019876,0.000006272753,0.000016816968,0.000005317149,0.000004524542,0.000012058679,0.0000019995784],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99764633,0.00024791196,0.0013351284,0.00013516466,0.00041347038,0.00022200616],"domain_scores_gemma":[0.9982377,0.0004824557,0.00043056652,0.0002931909,0.00045340232,0.000102633254],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0013335343,0.00020308688,0.00064887246,0.0003409998,0.000036597598,0.000028411027,0.00020702383,0.00010751995,0.000039187213],"category_scores_gemma":[0.00021354023,0.00018816425,0.0001271862,0.00016439652,0.00038792437,0.0004673998,0.000015085259,0.0003051885,3.9652372e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0008126311,0.00006718383,0.1603477,0.005213398,0.00007350889,0.0000144216065,0.0016514524,0.7006784,0.12402783,0.0009538109,0.000021348344,0.006138279],"study_design_scores_gemma":[0.0025282109,0.0011645475,0.24909347,0.001506477,0.000045410103,0.00010781142,0.0033773459,0.6951465,0.046438094,0.00019504105,0.000061866805,0.00033523477],"about_ca_topic_score_codex":0.00003568109,"about_ca_topic_score_gemma":0.000018729925,"teacher_disagreement_score":0.088745765,"about_ca_system_score_codex":0.00020337441,"about_ca_system_score_gemma":0.00027917852,"threshold_uncertainty_score":0.7673115},"labels":[],"label_agreement":null},{"id":"W1975841173","doi":"10.1061/(asce)cf.1943-5509.0000550","title":"Remote Field Monitoring of Thermal and Moisture Deformations in Masonry Cavity Wall Building Envelopes","year":2014,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Building materials and conservation","field":"Earth and Planetary Sciences","cited_by":7,"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 Alberta","funders":"","keywords":"Masonry; Masonry veneer; Moisture; Brick; Geotechnical engineering; Tower; Structural engineering; Cavity wall; Environmental science; Engineering; Geology; Materials science; Civil engineering; Composite material","score_opus":0.009966155663360936,"score_gpt":0.19778035164408211,"score_spread":0.1878141959807212,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1975841173","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99904335,0.00019387068,0.000115173665,0.000086807835,0.00021352233,0.000033218315,0.000013579893,0.000003280873,0.00029720322],"genre_scores_gemma":[0.9949942,0.00019981527,0.004744276,0.000010183744,0.00004152141,6.216084e-8,0.0000014012402,0.0000010718958,0.000007428782],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9992018,0.000043512726,0.00044487088,0.000048668015,0.00015682695,0.000104369],"domain_scores_gemma":[0.9993743,0.00012831402,0.0003061434,0.00006014787,0.00010069044,0.000030435436],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040271363,0.000072833995,0.00021529087,0.000118094315,0.00004769749,0.000019893421,0.00009778535,0.00005898847,0.00006622574],"category_scores_gemma":[0.00008454674,0.000056734734,0.000028592436,0.000077855475,0.00009126531,0.00044863165,0.000007836517,0.0001228973,3.0773379e-7],"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":[0.00007767706,0.0000023634357,0.9258256,0.00014921968,0.0000096891135,3.8228472e-7,0.0005522334,0.0017495785,0.0052729947,0.00004306878,0.0000019370357,0.06631526],"study_design_scores_gemma":[0.0003079977,0.00019238479,0.9663018,0.00028338935,0.000009824896,0.00003845796,0.0008548043,0.006927908,0.024611644,0.00021582696,0.00017844043,0.00007754162],"about_ca_topic_score_codex":0.0006802257,"about_ca_topic_score_gemma":0.00005969752,"teacher_disagreement_score":0.06623772,"about_ca_system_score_codex":0.0000037643354,"about_ca_system_score_gemma":0.000047247897,"threshold_uncertainty_score":0.23135753},"labels":[],"label_agreement":null},{"id":"W1984956001","doi":"10.1061/(asce)cf.1943-5509.0000567","title":"Destructive Analysis-Based Testing for Cured-in-Place Pipe","year":2014,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Concordia University","funders":"","keywords":"Trenchless technology; Sanitary sewer; Forensic engineering; Civil engineering; Engineering; Rehabilitation; Construction engineering; Pipeline transport; Mechanical engineering; Environmental engineering","score_opus":0.007771669784013299,"score_gpt":0.1981905773099447,"score_spread":0.19041890752593138,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1984956001","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9259372,0.00012775787,0.073198125,0.000008954673,0.00022967359,0.00006780375,0.000020469002,0.000049437072,0.00036059757],"genre_scores_gemma":[0.985161,0.000009641801,0.014742516,0.0000037055484,0.000052052153,0.000003484531,0.0000028767079,0.000011952074,0.000012776143],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987999,0.00001883138,0.00064234325,0.00008853402,0.00021086779,0.00023948835],"domain_scores_gemma":[0.9989401,0.00039398638,0.00017432828,0.00014157235,0.00028603658,0.000063985215],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029444628,0.00017097924,0.000510344,0.00053860876,0.00003559112,0.000019702515,0.00016685559,0.000106279214,0.000015650792],"category_scores_gemma":[0.00030943536,0.00015366108,0.00016746667,0.00052876706,0.00011825209,0.00018438458,0.000007793331,0.0002785929,2.615135e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000062923806,0.0000062736813,0.016055286,0.00034100984,0.000146254,6.2111815e-7,0.000074651274,0.97427744,0.0048503517,0.00042033687,0.000013519541,0.0037513317],"study_design_scores_gemma":[0.0015341205,0.0004772668,0.049263004,0.0002141631,0.00021638769,0.000047713595,0.00037967236,0.93119764,0.015078591,0.0006712284,0.0005943645,0.0003258643],"about_ca_topic_score_codex":0.000005905735,"about_ca_topic_score_gemma":0.000008085788,"teacher_disagreement_score":0.059223812,"about_ca_system_score_codex":0.00005789683,"about_ca_system_score_gemma":0.00006347143,"threshold_uncertainty_score":0.6266117},"labels":[],"label_agreement":null},{"id":"W1984957127","doi":"10.1061/(asce)cf.1943-5509.0000570","title":"Behavior of Plank (Tongue and Groove) Wood Decking under Uniformly Distributed Loads","year":2013,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Wood Treatment and Properties","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":true,"ca_institutions":"University of Ottawa","funders":"","keywords":"Deflection (physics); Structural engineering; Plank; Stiffness; Span (engineering); Engineering; Physics","score_opus":0.008350883608145693,"score_gpt":0.17685865043857252,"score_spread":0.16850776683042681,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1984957127","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9978652,0.0011752534,0.00009103477,0.000017432276,0.00017573131,0.00010275232,0.00010215814,0.00002121596,0.00044923503],"genre_scores_gemma":[0.999026,0.0003871728,0.0004884105,0.0000021326227,0.000025549069,0.0000040229,0.000009474519,0.000009922825,0.000047338435],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9989644,0.000013178032,0.0005783186,0.000055823646,0.00020788834,0.00018034357],"domain_scores_gemma":[0.99935764,0.00004756421,0.00018921135,0.00010295502,0.000236804,0.000065815024],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000076360026,0.00016155385,0.00036687986,0.00016148409,0.00004058575,0.000027211427,0.000113033144,0.00008355008,0.0001844879],"category_scores_gemma":[0.000011828389,0.00012300293,0.00006931855,0.00009957454,0.00024135763,0.0006201647,0.000021126993,0.00016888199,0.0000024401788],"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":[0.0004229629,0.00020551866,0.82737225,0.002942106,0.0015876596,0.000022403587,0.005870274,0.0072122947,0.08115494,0.001949739,0.0007025075,0.07055736],"study_design_scores_gemma":[0.005911609,0.0023138248,0.53155434,0.0014666993,0.0005699124,0.001123283,0.019441133,0.0071323607,0.4272056,0.00092806265,0.0013216826,0.0010315111],"about_ca_topic_score_codex":0.0000314745,"about_ca_topic_score_gemma":0.000005563466,"teacher_disagreement_score":0.34605065,"about_ca_system_score_codex":0.000034717803,"about_ca_system_score_gemma":0.000047155136,"threshold_uncertainty_score":0.5015914},"labels":[],"label_agreement":null},{"id":"W1986012101","doi":"10.1061/(asce)0887-3828(2009)23:1(40)","title":"Study of the Suitability of Existing Deterioration Models for Water Mains","year":2009,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Water Systems and Optimization","field":"Engineering","cited_by":22,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Concordia University","funders":"Concordia University","keywords":"Mains electricity; Electricity; Engineering; Water supply; Civil engineering; Categorization; Forensic engineering; Environmental science; Environmental engineering; Computer science; Electrical engineering","score_opus":0.03164256470716157,"score_gpt":0.2256373751275276,"score_spread":0.19399481042036604,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1986012101","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9957272,0.000035170822,0.0035112202,0.0000057778093,0.00020575839,0.0002090801,0.000022409235,0.000006253493,0.0002771618],"genre_scores_gemma":[0.9990445,0.0000070620413,0.00088928937,7.2574886e-7,0.000020811072,0.0000015729913,9.576514e-7,0.0000039764445,0.000031155087],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99890745,0.000024268116,0.00075023546,0.00004094019,0.00017950316,0.000097607786],"domain_scores_gemma":[0.99920803,0.000021704021,0.00023041539,0.000120897224,0.00040356282,0.000015369973],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00028305218,0.000079057936,0.0002718552,0.00007722554,0.000034072065,0.000008069942,0.000113716655,0.000039190898,0.000005187517],"category_scores_gemma":[0.000019418268,0.00004794084,0.00007028728,0.00006035991,0.0000527759,0.00035242375,0.000009436684,0.00006712296,3.876925e-8],"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":[0.00015488894,0.00007766283,0.01751628,0.0008374439,0.00008311252,2.3366684e-7,0.017451376,0.9281686,0.0333564,0.00021313367,0.000020276075,0.0021206127],"study_design_scores_gemma":[0.0038260873,0.0032149928,0.037861828,0.00071147596,0.00015196747,0.0000689553,0.028364984,0.42121089,0.502822,0.0013176195,0.00009253896,0.00035668508],"about_ca_topic_score_codex":0.000006052733,"about_ca_topic_score_gemma":0.000014572689,"teacher_disagreement_score":0.5069577,"about_ca_system_score_codex":0.000025284193,"about_ca_system_score_gemma":0.000024170999,"threshold_uncertainty_score":0.19549708},"labels":[],"label_agreement":null},{"id":"W1987307555","doi":"10.1061/(asce)cf.1943-5509.0000544","title":"Parametric Effects on Evaluation of an Impact-Damaged Prestressed Concrete Bridge Girder Repaired by Externally Bonded Carbon-Fiber-Reinforced Polymer Sheets","year":2013,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Toronto Metropolitan University","funders":"Fonds Québécois de la Recherche sur la Nature et les Technologies","keywords":"Structural engineering; Precast concrete; Finite element method; Girder; Structural load; Parametric statistics; Fibre-reinforced plastic; Prestressed concrete; Bearing capacity; Materials science; Engineering; Mathematics","score_opus":0.013535253398489723,"score_gpt":0.24387384717836755,"score_spread":0.23033859377987784,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1987307555","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99719733,0.0007045378,0.000012408728,0.0000068036165,0.00038337774,0.0005905257,0.000077335164,0.000077284596,0.00095040817],"genre_scores_gemma":[0.99921596,0.0000625983,0.00037552352,0.000007464052,0.00006288568,0.000019778228,0.000024773539,0.000038946822,0.00019204964],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9964009,0.00015912794,0.0013729142,0.00018828656,0.0014293607,0.00044939117],"domain_scores_gemma":[0.99693096,0.0002823708,0.0008466745,0.0004929711,0.0012005768,0.00024643974],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00046924307,0.00044814055,0.0008783297,0.00065253925,0.000052135678,0.000063316285,0.00043144048,0.00024163345,0.00066428544],"category_scores_gemma":[0.0002775422,0.00038312137,0.00028428482,0.00040876915,0.00028882382,0.0011709351,0.000030729694,0.0004954521,0.0000055971987],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00061732385,0.0000026797989,0.004526915,0.00066513306,0.00060221,0.000008127396,0.0008245244,0.023399882,0.92032856,0.000017567747,0.0002934891,0.04871357],"study_design_scores_gemma":[0.00360744,0.0015151742,0.060186386,0.00039616955,0.0002531072,0.00013404664,0.00021203644,0.0968587,0.8363981,0.000008521798,0.000009948923,0.00042036458],"about_ca_topic_score_codex":0.00022202781,"about_ca_topic_score_gemma":3.7893707e-7,"teacher_disagreement_score":0.08393048,"about_ca_system_score_codex":0.00021000132,"about_ca_system_score_gemma":0.0002761652,"threshold_uncertainty_score":0.9998621},"labels":[],"label_agreement":null},{"id":"W1991301269","doi":"10.1061/(asce)0887-3828(2008)22:5(348)","title":"Discussion of “Survey of Practice to Determine Strength of In Situ Concrete from Core Tests” by John M. Hanson","year":2008,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Concrete Properties and Behavior","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Core (optical fiber); Forensic engineering; Engineering; Geotechnical engineering; Geology; Structural engineering","score_opus":0.027492376474473234,"score_gpt":0.234690793203011,"score_spread":0.20719841672853778,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1991301269","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99810785,0.00078747905,0.000029119457,0.000017809334,0.000161582,0.00010928953,0.00064019795,0.000007176186,0.00013947554],"genre_scores_gemma":[0.9973225,0.00078551384,0.0018009976,0.0000033429249,0.00001595716,0.0000013981492,0.000013219478,0.000012250569,0.000044829714],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99802816,0.0000540013,0.0012557224,0.00008995812,0.00039814672,0.00017401754],"domain_scores_gemma":[0.9982852,0.0002604195,0.0005717938,0.00018948538,0.000617335,0.00007577449],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027898405,0.0001737669,0.0007256286,0.00021459273,0.000019650917,0.000004473109,0.00021940334,0.00009867137,0.00009321879],"category_scores_gemma":[0.00034942647,0.0001233835,0.00008820254,0.0002380817,0.00027497354,0.00042883735,0.000042141062,0.00024827314,5.307858e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0009197825,0.000024833516,0.20692046,0.00038525314,0.00008761099,0.0000077478935,0.0033102755,0.0006110283,0.7680937,0.0000016870988,0.00025471437,0.019382916],"study_design_scores_gemma":[0.0018651289,0.0014614395,0.19107582,0.001129647,0.00008117301,0.00009444858,0.0038548054,0.002337242,0.79694045,0.0000018688111,0.00088642654,0.000271534],"about_ca_topic_score_codex":0.00068362005,"about_ca_topic_score_gemma":0.0000799314,"teacher_disagreement_score":0.028846778,"about_ca_system_score_codex":0.00004533625,"about_ca_system_score_gemma":0.0001400511,"threshold_uncertainty_score":0.5031433},"labels":[],"label_agreement":null},{"id":"W1997264988","doi":"10.1061/(asce)cf.1943-5509.0000416","title":"Seismic Performance Assessment of Partially Grouted, Nominally Reinforced Concrete-Masonry Structural Walls Using Shake Table Testing","year":2012,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":20,"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","funders":"","keywords":"Masonry; Earthquake shaking table; Structural engineering; Reinforcement; Ductility (Earth science); Seismic loading; Geotechnical engineering; Stiffness; Unreinforced masonry building; Plastic hinge; Masonry veneer; Geology; Reinforced concrete; Displacement (psychology); Materials science; Engineering; Composite material; Creep","score_opus":0.01876343475674484,"score_gpt":0.23563917422652034,"score_spread":0.2168757394697755,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1997264988","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99653715,0.0005001885,0.0012569044,0.000005247215,0.0006061577,0.00011262724,0.00006383162,0.000042203497,0.00087568944],"genre_scores_gemma":[0.98919,0.00029604838,0.010146665,0.000015648004,0.00023549364,0.000002516708,0.000010682527,0.000028713835,0.000074250136],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99680346,0.000038584167,0.0017192884,0.00012813065,0.0006541112,0.00065644697],"domain_scores_gemma":[0.99777097,0.00012935791,0.00093206717,0.00028925328,0.0006974363,0.00018090721],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00067643914,0.00037074913,0.0009640981,0.00043450907,0.00013912155,0.000038183047,0.00039632327,0.00016121652,0.00018830199],"category_scores_gemma":[0.00006826601,0.0003307873,0.00021438871,0.00055512774,0.00033718796,0.0022389658,0.000062445324,0.00051472476,0.0000023556063],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00010706601,0.0000052031155,0.310343,0.0013077687,0.00045431426,0.0000024079882,0.0011298279,0.603021,0.07836014,0.000057580153,0.00003286085,0.0051788357],"study_design_scores_gemma":[0.00088401366,0.00028498456,0.02590008,0.00056339405,0.00020541661,0.00033630762,0.0016599933,0.93013215,0.039463583,0.0000027916408,0.00021219639,0.00035508405],"about_ca_topic_score_codex":0.000036787296,"about_ca_topic_score_gemma":9.2450955e-7,"teacher_disagreement_score":0.32711115,"about_ca_system_score_codex":0.0001862977,"about_ca_system_score_gemma":0.00038006116,"threshold_uncertainty_score":0.9999144},"labels":[],"label_agreement":null},{"id":"W2007473159","doi":"10.1061/(asce)cf.1943-5509.0000011","title":"Condition Assessment of Water Treatment Plant Components","year":2009,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Water Systems and Optimization","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Concordia University","funders":"Fonds Québécois de la Recherche sur la Nature et les Technologies; Australian Government","keywords":"Index (typography); Water resources; Water supply; Water quality; Quality (philosophy); Environmental science; Potable water; Engineering; Civil engineering; Environmental engineering; Water resource management; Computer science","score_opus":0.010161024874182207,"score_gpt":0.2065407646871926,"score_spread":0.19637973981301038,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2007473159","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9976669,0.000069198984,0.00064890325,0.000013117299,0.00029568572,0.00006542346,0.00007771873,0.000011719428,0.001151316],"genre_scores_gemma":[0.9988595,0.00015666052,0.0008470314,0.000001975735,0.00003300348,7.1949813e-7,0.00002878643,0.000003706285,0.00006861233],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990998,0.000014546038,0.0005591358,0.00003611884,0.0001839259,0.0001064714],"domain_scores_gemma":[0.99961036,0.000009494418,0.00014321164,0.00007187612,0.00013370234,0.00003133854],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008089509,0.000097716365,0.00029877794,0.00014623799,0.000020588815,0.000008963257,0.000059722068,0.00004352657,0.000063486994],"category_scores_gemma":[0.0000012776427,0.00006459176,0.0000636427,0.00003372168,0.0000452998,0.00032316128,0.000003329876,0.000059996943,7.919211e-7],"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":[0.00030702245,0.0002675145,0.046762515,0.0013314104,0.0007533064,0.00002069878,0.0056995954,0.62353694,0.31052998,0.0014028026,0.0006811968,0.008706995],"study_design_scores_gemma":[0.0037719596,0.002990474,0.070679,0.0007550647,0.00011249609,0.0003873124,0.001474687,0.12757668,0.7880905,0.00011219546,0.0036940821,0.00035555335],"about_ca_topic_score_codex":0.000005022465,"about_ca_topic_score_gemma":0.0000012195392,"teacher_disagreement_score":0.49596027,"about_ca_system_score_codex":0.00006677959,"about_ca_system_score_gemma":0.000023147475,"threshold_uncertainty_score":0.26339754},"labels":[],"label_agreement":null},{"id":"W2013017706","doi":"10.1061/(asce)cf.1943-5509.0000067","title":"Shear Strengthening of RC T-Beams Using Mechanically Anchored Unbonded Dry Carbon Fiber Sheets","year":2009,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":77,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Composite material; Shear (geology); Beam (structure); Rod; Flange; T-beam; Shear strength (soil); Structural engineering; Ultimate tensile strength; Ultimate load; Epoxy; Reinforced concrete; Engineering","score_opus":0.010814655578849364,"score_gpt":0.21341523758247097,"score_spread":0.2026005820036216,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2013017706","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99749005,0.00037823585,0.00016026683,0.000008424693,0.0003830536,0.00010500022,0.0000307492,0.00004868386,0.0013955449],"genre_scores_gemma":[0.9848676,0.00010268446,0.014887632,0.0000042651723,0.00007224624,5.1489957e-7,0.0000025688587,0.000018585317,0.000043938366],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99767244,0.00002651797,0.0012720318,0.000116047086,0.0005646543,0.0003482895],"domain_scores_gemma":[0.9986285,0.00005660135,0.00049786485,0.00025160125,0.00044470766,0.00012070495],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.000192449,0.00028517478,0.00072701956,0.00035101295,0.000041649386,0.00002167506,0.00031753987,0.00018371275,0.0002302974],"category_scores_gemma":[0.00006390239,0.00026117492,0.00021214611,0.00025435523,0.00019725604,0.0004987372,0.000026104715,0.0004520739,7.3992965e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00039123677,0.0000042820566,0.0018295854,0.0004406936,0.0002706684,0.00001943916,0.0015335705,0.057894126,0.84281987,0.00032967032,0.000017468052,0.094449416],"study_design_scores_gemma":[0.0020392751,0.0009700147,0.004831542,0.00092578284,0.00020842592,0.00036380033,0.0018056557,0.06724558,0.9206994,0.00018171061,0.00015643799,0.00057235133],"about_ca_topic_score_codex":0.000013577893,"about_ca_topic_score_gemma":2.638965e-7,"teacher_disagreement_score":0.09387706,"about_ca_system_score_codex":0.00011269629,"about_ca_system_score_gemma":0.00014635692,"threshold_uncertainty_score":0.999984},"labels":[],"label_agreement":null},{"id":"W2017710286","doi":"10.1061/(asce)0887-3828(2006)20:4(315)","title":"Mitigating Risk from Abnormal Loads and Progressive Collapse","year":2006,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Structural Response to Dynamic Loads","field":"Engineering","cited_by":372,"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":"National Research Council Canada; National Science Foundation","keywords":"Progressive collapse; Vulnerability (computing); Risk analysis (engineering); Probabilistic logic; Forensic engineering; Engineering; Risk assessment; Structural failure; Civil engineering; Computer science; Reinforced concrete; Business; Structural engineering; Computer security","score_opus":0.002682512123088033,"score_gpt":0.17260680024603675,"score_spread":0.1699242881229487,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2017710286","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9960867,0.002066723,0.0000722614,0.000007701167,0.00032417665,0.000079111145,0.00021369975,0.000039215716,0.0011103795],"genre_scores_gemma":[0.99495655,0.00021482217,0.004618356,0.0000023529747,0.000130036,0.0000017157895,0.0000050832027,0.000013653481,0.00005741014],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9985868,0.00003967142,0.0007281624,0.00008763497,0.00032500367,0.00023274585],"domain_scores_gemma":[0.998972,0.00020574003,0.00038105305,0.000120188924,0.00024906924,0.00007196471],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014821664,0.00019391529,0.00039478194,0.00018367905,0.00007001137,0.00004056166,0.00014862652,0.000102004706,0.00015903782],"category_scores_gemma":[0.00009536181,0.00016551207,0.00007848845,0.00013927004,0.00040955504,0.00047684382,0.00002767308,0.00033259133,0.0000018462338],"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":[0.0013603291,0.000033764347,0.7293993,0.0010376932,0.0008177479,0.00013285849,0.004664434,0.03838729,0.08483883,0.00079289987,0.0005178129,0.13801704],"study_design_scores_gemma":[0.0057697347,0.0008935009,0.66939574,0.0011422046,0.00028580733,0.0019376731,0.00814573,0.14559858,0.16208275,0.0021445414,0.0015172975,0.0010864545],"about_ca_topic_score_codex":0.000052100775,"about_ca_topic_score_gemma":0.0000081563085,"teacher_disagreement_score":0.13693058,"about_ca_system_score_codex":0.00006383537,"about_ca_system_score_gemma":0.00008900993,"threshold_uncertainty_score":0.6749387},"labels":[],"label_agreement":null},{"id":"W2017844090","doi":"10.1061/(asce)cf.1943-5509.0000624","title":"Field Test Performance of Buried Flexible Pipes under Live Truck Loads","year":2014,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":48,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"École de Technologie Supérieure","funders":"Florida Department of Transportation","keywords":"Truck; Deflection (physics); Vertical deflection; Lateral earth pressure; Geotechnical engineering; Instrumentation (computer programming); Deflexion; Engineering; Structural engineering; Geology; Finite element method","score_opus":0.0052455719641376335,"score_gpt":0.18207439183240226,"score_spread":0.17682881986826463,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2017844090","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9936662,0.00036073712,0.0028562946,0.00003533876,0.00046825246,0.00005612815,0.000019043373,0.00007434411,0.0024636756],"genre_scores_gemma":[0.9975615,0.0003750713,0.0017282161,0.000012068158,0.00011937843,0.0000015325303,0.0000017532436,0.000016996113,0.00018344798],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9983978,0.000016131451,0.00085165695,0.000095564465,0.0003614066,0.0002774343],"domain_scores_gemma":[0.9988245,0.0003198735,0.0002470423,0.00023413896,0.00028275314,0.000091694055],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021268154,0.00023253147,0.00056506187,0.000256235,0.000050468167,0.000019879766,0.000302404,0.00017957395,0.00017995143],"category_scores_gemma":[0.00016537042,0.00019864987,0.00014893143,0.00018994462,0.00023098639,0.0003387592,0.000027958917,0.00045266692,0.0000031423388],"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":[0.0005157594,0.000102262056,0.030814044,0.0050117373,0.0005144889,0.0000033095857,0.001574116,0.86088365,0.054216668,0.004769305,0.0009969694,0.040597714],"study_design_scores_gemma":[0.004234907,0.007522141,0.06659139,0.0021667632,0.00025953026,0.00075199216,0.003329491,0.27575046,0.62456197,0.0026435668,0.010676003,0.0015118081],"about_ca_topic_score_codex":0.00001065669,"about_ca_topic_score_gemma":0.0000015343343,"teacher_disagreement_score":0.58513314,"about_ca_system_score_codex":0.000036589314,"about_ca_system_score_gemma":0.00006645287,"threshold_uncertainty_score":0.8100707},"labels":[],"label_agreement":null},{"id":"W2020682410","doi":"10.1061/(asce)cf.1943-5509.0000289","title":"Experimental Performance of Steel Beams under Blast Loading","year":2011,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Structural Response to Dynamic Loads","field":"Engineering","cited_by":56,"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","funders":"","keywords":"Explosive material; Structural engineering; Materials science; Flange; Displacement (psychology); Range (aeronautics); Blast wave; Composite material; Mechanics; Engineering; Shock wave","score_opus":0.01544801590007598,"score_gpt":0.20384545767856385,"score_spread":0.18839744177848788,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2020682410","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9948847,0.0006049313,0.00010743629,0.0000021249186,0.00065363495,0.00008346945,0.000032564203,0.0000355002,0.0035955901],"genre_scores_gemma":[0.9971927,0.00017419456,0.0024041696,0.0000038261246,0.00004666103,0.0000018219544,0.0000013548541,0.000022210928,0.00015305923],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9981193,0.000027057236,0.0009967791,0.00009915952,0.00045147893,0.00030621115],"domain_scores_gemma":[0.9989651,0.00007036815,0.00037779537,0.00021553187,0.00027145224,0.00009978312],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019534376,0.0002510015,0.000537594,0.00035928425,0.000048122307,0.000011427728,0.00034569702,0.000117385374,0.0006981436],"category_scores_gemma":[0.000028750492,0.00021856783,0.00015494371,0.00020122106,0.0004955647,0.000749655,0.000044664816,0.0003215057,0.000006258569],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0025727772,0.00009441713,0.054216534,0.0018350696,0.0008350387,0.000016146994,0.014867478,0.022534361,0.882893,0.0013457675,0.00011192837,0.018677473],"study_design_scores_gemma":[0.0013063989,0.000977287,0.04005264,0.00042209215,0.000045162207,0.00050730037,0.007935077,0.016670404,0.93158257,0.000039052455,0.00013290664,0.00032912559],"about_ca_topic_score_codex":0.000008350673,"about_ca_topic_score_gemma":7.740099e-7,"teacher_disagreement_score":0.04868954,"about_ca_system_score_codex":0.00012870436,"about_ca_system_score_gemma":0.00012487947,"threshold_uncertainty_score":0.8912937},"labels":[],"label_agreement":null},{"id":"W2025409635","doi":"10.1061/(asce)cf.1943-5509.0000481","title":"Space-Based Condition Assessment Model for Buildings: Case Study of Educational Buildings","year":2013,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Facilities and Workplace Management","field":"Psychology","cited_by":38,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Concordia University","funders":"","keywords":"Analytic hierarchy process; Asset (computer security); Facility management; Process (computing); Analytic network process; Space (punctuation); Asset management; Hierarchy; Computer science; Engineering; Operations research; Business","score_opus":0.019826237303615633,"score_gpt":0.30624938521898143,"score_spread":0.28642314791536577,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2025409635","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9936327,0.00008544676,0.003470597,0.00043128425,0.00053326454,0.0007683689,0.00015565376,0.000007881557,0.00091480196],"genre_scores_gemma":[0.9899126,0.000008627959,0.008286994,0.000030153977,0.00005857046,0.000091207316,0.00000872278,0.000012084753,0.0015910105],"study_design_codex":"observational","study_design_gemma":"qualitative","domain_scores_codex":[0.998006,0.00006327852,0.0010850546,0.00017331813,0.00040304664,0.00026929355],"domain_scores_gemma":[0.997383,0.00031966128,0.0009467598,0.00025195937,0.0010132554,0.0000853369],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0004406951,0.00020418956,0.00050002633,0.00041394043,0.00011925891,0.00003508321,0.00021651074,0.0000857331,0.0018576231],"category_scores_gemma":[0.000049561517,0.00018154284,0.00016518965,0.00015070284,0.00028426637,0.00039288253,0.00003312482,0.00020773835,0.0000035086218],"study_design_candidate":"qualitative","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":[0.0037179484,0.008639636,0.5039948,0.0059480774,0.0045959963,0.000091970025,0.074442856,0.18505806,0.0054127793,0.107179224,0.056635626,0.044283006],"study_design_scores_gemma":[0.023455663,0.013891441,0.02435193,0.00089232984,0.0008096118,0.0017547411,0.76410925,0.15968218,0.0019953863,0.0036706326,0.0041063647,0.0012804399],"about_ca_topic_score_codex":0.0003213781,"about_ca_topic_score_gemma":0.000016927437,"teacher_disagreement_score":0.6896664,"about_ca_system_score_codex":0.000105975494,"about_ca_system_score_gemma":0.00028209033,"threshold_uncertainty_score":0.9990548},"labels":[],"label_agreement":null},{"id":"W2032569671","doi":"10.1061/(asce)cf.1943-5509.0000280","title":"Behavior of Slender Steel-Concrete Composite Columns Wrapped with FRP Jackets","year":2011,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":31,"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","funders":"","keywords":"Fibre-reinforced plastic; Materials science; Composite number; Composite material; Buckling; Compressive strength; Structural engineering; Stiffness; Epoxy; Dissipation; Glass fiber; Engineering","score_opus":0.015522776802329885,"score_gpt":0.19242343730034722,"score_spread":0.17690066049801734,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2032569671","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99636596,0.00026408138,0.00016713321,0.0000020487669,0.000387526,0.0001937797,0.000122166,0.000050836334,0.0024464638],"genre_scores_gemma":[0.9883056,0.000105261686,0.011434802,0.0000032417993,0.00003034715,0.000005303868,0.0000047394733,0.000027810223,0.0000828833],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.997926,0.000025688902,0.0010671434,0.00011321442,0.0005352109,0.0003327687],"domain_scores_gemma":[0.9983311,0.00004987696,0.0005572606,0.00028775985,0.000636167,0.00013780211],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001319388,0.0003011872,0.0007328839,0.0003303034,0.00004826464,0.000016107244,0.00037818312,0.00014852097,0.00050558633],"category_scores_gemma":[0.0000121025305,0.00025351153,0.00017744677,0.00021881102,0.0006306156,0.00069117534,0.000034004777,0.00041149915,0.0000032349117],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0030896012,0.00001088161,0.2929974,0.0026147186,0.0015007466,0.00019993247,0.0138580315,0.003830477,0.6503486,0.0010596875,0.00017526897,0.03031463],"study_design_scores_gemma":[0.0027785047,0.0015954113,0.093948044,0.00045815035,0.00041545354,0.0015264656,0.0038239262,0.0011074414,0.8935232,0.000016404565,0.00024014818,0.00056686514],"about_ca_topic_score_codex":0.000026414715,"about_ca_topic_score_gemma":9.1325984e-7,"teacher_disagreement_score":0.24317457,"about_ca_system_score_codex":0.00005931653,"about_ca_system_score_gemma":0.00013316344,"threshold_uncertainty_score":0.9999917},"labels":[],"label_agreement":null},{"id":"W2062744202","doi":"10.1061/(asce)cf.1943-5509.0000519","title":"Predicting the Fundamental Period of Light-Frame Wood Buildings","year":2013,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"McGill University; University of Ottawa","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Deflection (physics); Building code; Structural engineering; Shear wall; Stiffness; Vibration; Ambient vibration; Seismic analysis; Shear (geology); Building model; Engineering; Geotechnical engineering; Geology; Finite element method; Simulation; Physics","score_opus":0.008452394970792539,"score_gpt":0.2189450856518957,"score_spread":0.21049269068110316,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2062744202","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979245,0.0005898758,0.000027131447,0.0000889592,0.0007505623,0.00016045701,0.000026287153,0.00006894168,0.0003632902],"genre_scores_gemma":[0.99567974,0.00023682599,0.0038863725,0.0000046788678,0.00014759364,0.000006120251,4.875794e-7,0.000014140459,0.000024026627],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99836844,0.000022647826,0.0008902649,0.00006580773,0.00037972274,0.00027310688],"domain_scores_gemma":[0.9989082,0.00008438812,0.00038934482,0.00018903177,0.000360209,0.00006883143],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022664029,0.00016505962,0.00037428702,0.00013096693,0.00008502153,0.000028843391,0.00035183164,0.000099016805,0.00013757903],"category_scores_gemma":[0.000060870436,0.000114786395,0.00010928278,0.0001563242,0.0002724535,0.00054990157,0.00004908202,0.00043516178,0.0000018400914],"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":[0.00025835232,0.000047614638,0.5303321,0.0055963593,0.00067408895,0.000005573521,0.039685853,0.0019903805,0.19813965,0.0008459725,0.0015988096,0.22082525],"study_design_scores_gemma":[0.0016849316,0.0018998816,0.27636614,0.0024222813,0.00009865666,0.0014087879,0.054565866,0.009086531,0.64608645,0.0009810327,0.004700174,0.0006992356],"about_ca_topic_score_codex":0.00004701382,"about_ca_topic_score_gemma":0.0000010779099,"teacher_disagreement_score":0.44794682,"about_ca_system_score_codex":0.00008797114,"about_ca_system_score_gemma":0.000067143825,"threshold_uncertainty_score":0.46808532},"labels":[],"label_agreement":null},{"id":"W2063587958","doi":"10.1061/(asce)cf.1943-5509.0000582","title":"Effects of Load Sharing in Wood Tongue-and-Groove Plank Decking under Concentrated Loads","year":2014,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Ottawa","funders":"","keywords":"Plank; Structural engineering; Stiffness; Groove (engineering); Failure mode and effects analysis; Engineering; Mechanical engineering","score_opus":0.005271494991586006,"score_gpt":0.17382201617271417,"score_spread":0.16855052118112818,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2063587958","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99588305,0.002657694,0.000073650815,0.000007037837,0.00022029664,0.000077177385,0.0000057259817,0.000017929675,0.0010574466],"genre_scores_gemma":[0.9991427,0.0005633338,0.00022089454,0.000003760812,0.000028964876,0.0000014780154,9.544244e-7,0.000009663726,0.000028220968],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989365,0.000023549926,0.0005538575,0.000072491566,0.0002185863,0.00019505611],"domain_scores_gemma":[0.9994368,0.00013134684,0.00016438606,0.00008473025,0.00013406154,0.00004867221],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00017088024,0.00015697566,0.00043202736,0.00016618383,0.000023651266,0.000018805471,0.00012076139,0.00008127891,0.00002655802],"category_scores_gemma":[0.000042646545,0.00012841573,0.000055191245,0.00011510301,0.00016572537,0.000344932,0.000022699669,0.00019577454,9.959814e-7],"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":[0.0012079821,0.00012687787,0.7281706,0.008721888,0.0013010066,0.000033189724,0.014877935,0.038577773,0.14736038,0.0037005087,0.00007829489,0.055843573],"study_design_scores_gemma":[0.006763503,0.0011377475,0.09973929,0.0029978054,0.00016201191,0.00019483289,0.0028337133,0.028436186,0.85619074,0.0006831197,0.0003436294,0.0005174406],"about_ca_topic_score_codex":0.00001986979,"about_ca_topic_score_gemma":0.000012069627,"teacher_disagreement_score":0.70883036,"about_ca_system_score_codex":0.00006437374,"about_ca_system_score_gemma":0.00005406437,"threshold_uncertainty_score":0.5236642},"labels":[],"label_agreement":null},{"id":"W2066544723","doi":"10.1061/(asce)cf.1943-5509.0000484","title":"Laser-Based Field Measurement for a Bridge Finite-Element Model Validation","year":2013,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Riverview Hospital","funders":"University of North Carolina at Charlotte; National Natural Science Foundation of China; Natural Science Foundation of Shanghai","keywords":"Laser Doppler vibrometer; Structural engineering; Bridge (graph theory); Finite element method; Girder; Structural health monitoring; Laser scanning; Vibration; Engineering; Load testing; Span (engineering); Laser; Acoustics; Optics; Distributed feedback laser","score_opus":0.04160766000959613,"score_gpt":0.25935028340553895,"score_spread":0.21774262339594283,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2066544723","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.956312,0.000084502266,0.042625006,0.000073624615,0.00038675248,0.00030664995,0.000035345336,0.000064708336,0.00011140042],"genre_scores_gemma":[0.9702622,0.000066746834,0.02951573,0.00001778235,0.00007596879,0.000035409423,0.0000025392967,0.000011587267,0.0000120160985],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9986371,0.000013097786,0.0006825481,0.00006511137,0.00039348702,0.00020869754],"domain_scores_gemma":[0.9986731,0.0001115496,0.0002129151,0.00013538839,0.0007996711,0.000067404115],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00025706884,0.00014035933,0.0002671056,0.00018620449,0.000046361907,0.000022076896,0.00015891496,0.000077637975,0.00006551807],"category_scores_gemma":[0.000095953605,0.00012511174,0.00009298216,0.00007304002,0.000045923956,0.00034394223,0.0000097918055,0.00016502658,0.000001286175],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00036954976,0.00005524602,0.014241968,0.0052744225,0.0002586847,0.0000011574951,0.0011813884,0.514222,0.016279459,0.00029039453,0.007957763,0.43986794],"study_design_scores_gemma":[0.00079423195,0.00059093535,0.0035354847,0.00034082003,0.000025367943,0.0000065098397,0.00015476775,0.6018914,0.39152464,0.00049917767,0.00045957195,0.00017710181],"about_ca_topic_score_codex":0.000018968229,"about_ca_topic_score_gemma":0.0000015408975,"teacher_disagreement_score":0.43969086,"about_ca_system_score_codex":0.0001517658,"about_ca_system_score_gemma":0.00014618725,"threshold_uncertainty_score":0.51019084},"labels":[],"label_agreement":null},{"id":"W2078127819","doi":"10.1061/(asce)cf.1943-5509.0000346","title":"Health Monitoring of Structures Using Statistical Pattern Recognition Techniques","year":2012,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Concordia University","funders":"Research and Innovative Technology Administration","keywords":"Structural health monitoring; Bridge (graph theory); Pattern recognition (psychology); Statistical model; Computer science; Vibration; Engineering; Statistical parameter; Autoregressive model; Structural engineering; Data mining; Artificial intelligence; Statistics; Mathematics; Acoustics","score_opus":0.038454159305749205,"score_gpt":0.3028730377975861,"score_spread":0.26441887849183693,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2078127819","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99397755,0.0009994074,0.0035655098,0.000006490597,0.0010559263,0.00012030388,0.00013964191,0.000085767526,0.000049403163],"genre_scores_gemma":[0.9083157,0.000620709,0.090710446,0.0000023026842,0.0003268226,0.0000017317227,0.0000030572382,0.000018292993,9.050262e-7],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9980573,0.000054079203,0.0010957735,0.00006344417,0.0003778695,0.00035154595],"domain_scores_gemma":[0.99877816,0.00010165886,0.0005183158,0.00013855982,0.0003270817,0.00013623704],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003656905,0.00018493975,0.00054528064,0.00032819543,0.00005299794,0.000009683902,0.00015531675,0.00011305259,0.000042452764],"category_scores_gemma":[0.000053345655,0.00016758185,0.00007024136,0.00014008059,0.00019415688,0.0005685566,0.000023772593,0.00036270195,3.306136e-7],"study_design_candidate":"design_other","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":[0.000067810586,0.000013443499,0.20636763,0.0026801175,0.000075760836,0.0000010033617,0.001382773,0.00013730314,0.0067745238,0.00005896391,0.000053259617,0.78238744],"study_design_scores_gemma":[0.00050126517,0.00082296773,0.27928585,0.0021826925,0.000058790865,0.0006440379,0.0027753278,0.00125141,0.71091956,0.00082657754,0.00028559653,0.00044593442],"about_ca_topic_score_codex":0.000060200062,"about_ca_topic_score_gemma":5.1132776e-7,"teacher_disagreement_score":0.7819415,"about_ca_system_score_codex":0.00018941997,"about_ca_system_score_gemma":0.00011987025,"threshold_uncertainty_score":0.68337893},"labels":[],"label_agreement":null},{"id":"W2080790924","doi":"10.1061/(asce)cf.1943-5509.0000763","title":"Retrofitting Actual-Size Precracked Precast Prestressed Concrete Double-Tee Girders Using Externally Bonded CFRP Sheets","year":2015,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":18,"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":"Girder; Precast concrete; Retrofitting; Structural engineering; Deflection (physics); Prestressed concrete; Carbon fiber reinforced polymer; Flexural strength; Materials science; Engineering; Reinforced concrete","score_opus":0.031233803008694147,"score_gpt":0.24089407587111733,"score_spread":0.20966027286242317,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2080790924","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99527234,0.00057562505,0.00017192702,0.000014705752,0.0011191278,0.00027916883,0.000049652677,0.00012887153,0.0023885956],"genre_scores_gemma":[0.98778486,0.000105009574,0.011643182,0.0000096292915,0.00018443384,0.0000039052775,0.000005011047,0.000050921866,0.00021302383],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9966373,0.00005597068,0.0015542867,0.0002020145,0.0009623421,0.00058810407],"domain_scores_gemma":[0.99726576,0.00019932968,0.00083249033,0.00038169636,0.0009816929,0.0003390132],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00040633074,0.00047281492,0.0008990612,0.00032335464,0.00008869618,0.00011381665,0.0005935378,0.000262032,0.0002767726],"category_scores_gemma":[0.00025380065,0.0004392865,0.00025210265,0.0002789749,0.00047394427,0.0016635191,0.00008247372,0.0007116733,0.000005005299],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0048637674,0.0000041308303,0.03620799,0.00204483,0.0013501592,0.00013293221,0.012961653,0.09240806,0.82725394,0.00018874866,0.0006697386,0.021914044],"study_design_scores_gemma":[0.016968116,0.0016000734,0.008989799,0.002376818,0.00061584916,0.0031368295,0.012056848,0.0997998,0.85066086,0.00011360494,0.0017449099,0.0019364692],"about_ca_topic_score_codex":0.00004063334,"about_ca_topic_score_gemma":9.770279e-7,"teacher_disagreement_score":0.02721819,"about_ca_system_score_codex":0.00026401522,"about_ca_system_score_gemma":0.0004552712,"threshold_uncertainty_score":0.99980587},"labels":[],"label_agreement":null},{"id":"W2087700492","doi":"10.1061/(asce)cf.1943-5509.0000549","title":"Experimental and Numerical Investigations of Groove Connections for a Novel Timber-Concrete-Composite System","year":2013,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"Berner Fachhochschule; Kommission für Technologie und Innovation","keywords":"Structural engineering; Cross laminated timber; Structural system; Deck; Tension (geology); Bending; Shear wall; Composite number; Shear (geology); Engineering; Compression (physics); Computer science; Materials science; Composite material","score_opus":0.01172968110215685,"score_gpt":0.19044064679754721,"score_spread":0.17871096569539036,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2087700492","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99707687,0.0007901774,0.0010547886,0.000020274803,0.00019014458,0.00017295437,0.00008528088,0.000023529254,0.00058596017],"genre_scores_gemma":[0.9926197,0.000015616413,0.0072566853,0.0000025253032,0.00003266605,0.000018411132,0.00000346536,0.00000876371,0.000042154254],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99922866,0.000009420293,0.00048062933,0.00005074882,0.00011674688,0.00011381542],"domain_scores_gemma":[0.9994161,0.000083850755,0.00015339415,0.00006816668,0.00021758642,0.000060880237],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000050626353,0.000117141724,0.0003133317,0.00012391388,0.000056555415,0.000019554502,0.000064256834,0.000050548537,0.000038104023],"category_scores_gemma":[0.000014449834,0.00009450041,0.00007550336,0.000070901275,0.00022084062,0.00040789286,0.000010950789,0.000081495644,0.0000013674278],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00021274896,0.000043322565,0.024911648,0.0023424372,0.00094223337,9.029271e-7,0.0073100263,0.0042238305,0.95265764,0.005360462,0.0004216616,0.0015730712],"study_design_scores_gemma":[0.0023430188,0.0010663848,0.0038126076,0.000513493,0.000117586686,0.00036844105,0.013703467,0.066939324,0.91038936,0.000059340622,0.00043170367,0.0002552472],"about_ca_topic_score_codex":0.000025640184,"about_ca_topic_score_gemma":2.7027912e-7,"teacher_disagreement_score":0.06271549,"about_ca_system_score_codex":0.00003768545,"about_ca_system_score_gemma":0.000037471258,"threshold_uncertainty_score":0.3853615},"labels":[],"label_agreement":null},{"id":"W2091911063","doi":"10.1061/(asce)cf.1943-5509.0000061","title":"Seismic Performance Parameters for Reinforced Concrete-Block Shear Wall Construction","year":2009,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":26,"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","funders":"","keywords":"Structural engineering; Plastic hinge; Shear wall; Hinge; Ductility (Earth science); Masonry; Seismic analysis; Displacement (psychology); Geotechnical engineering; Shear (geology); Seismic loading; Deformation (meteorology); Materials science; Geology; Engineering; Composite material; Creep","score_opus":0.008649506729875642,"score_gpt":0.1971042922398982,"score_spread":0.18845478551002257,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2091911063","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9969877,0.00027679215,0.0012381758,0.00006833946,0.00049228856,0.00016774413,0.00004202233,0.00007267032,0.0006542862],"genre_scores_gemma":[0.9924058,0.0014864325,0.005738638,0.00007639375,0.000107731226,0.000004647147,0.000011850528,0.000017186749,0.00015135537],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99781173,0.000017016368,0.0012136399,0.00013728807,0.00039339715,0.00042695296],"domain_scores_gemma":[0.9986393,0.00008159232,0.00043247678,0.0002442407,0.00047882117,0.00012358093],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00031919076,0.00030404792,0.0007254049,0.00048454528,0.00011959772,0.000040618746,0.00030072773,0.00016775666,0.000048450423],"category_scores_gemma":[0.00004243984,0.00027711436,0.00031029893,0.00031898328,0.00031379782,0.001048987,0.000010930525,0.00035405258,0.0000058360097],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0012828162,0.000011337392,0.011029348,0.001733379,0.0008766481,0.000004786119,0.0021851654,0.84302807,0.03332829,0.00040751277,0.0015041683,0.104608506],"study_design_scores_gemma":[0.0023500607,0.0014374645,0.0019290305,0.00044598125,0.0001963858,0.0005320921,0.002050166,0.87821484,0.10797627,0.00006453562,0.004283703,0.0005194872],"about_ca_topic_score_codex":0.0000038777553,"about_ca_topic_score_gemma":2.2097196e-7,"teacher_disagreement_score":0.10408902,"about_ca_system_score_codex":0.000106583524,"about_ca_system_score_gemma":0.0001376358,"threshold_uncertainty_score":0.9999681},"labels":[],"label_agreement":null},{"id":"W2107426169","doi":"10.1061/(asce)cf.1943-5509.0000162","title":"Performance Enhancement of Steel Columns Using Concrete-Filled Composite Jackets","year":2010,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":35,"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":"McMaster University","keywords":"Materials science; Fibre-reinforced plastic; Composite number; Composite material; Structural engineering; Stub (electronics); Epoxy; Transverse plane; Compressive strength; Column (typography); Composite construction; Engineering","score_opus":0.010801208236802324,"score_gpt":0.21523540685716402,"score_spread":0.2044341986203617,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2107426169","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9967309,0.00017258064,0.00011561828,0.0000043860086,0.0013719827,0.00018551094,0.000062098115,0.000035276422,0.0013216403],"genre_scores_gemma":[0.9893753,0.00027559997,0.010163383,0.000004148451,0.000075546624,0.0000023221203,0.0000049737155,0.000023877934,0.000074875585],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99746144,0.00002198031,0.0013963233,0.000119463744,0.00062628894,0.00037448748],"domain_scores_gemma":[0.9980045,0.00008663776,0.0006964913,0.00031311225,0.0007617153,0.00013753957],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0002480667,0.00031141946,0.0008071541,0.00034059893,0.000082548075,0.0000265661,0.00042923025,0.00018091124,0.00050097535],"category_scores_gemma":[0.000037144167,0.00029173633,0.00020358423,0.00023535888,0.0006235705,0.0007470782,0.000053535063,0.00064749864,0.0000034400439],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017796173,0.000001006721,0.017032731,0.00055581046,0.00014386779,0.0000031100797,0.00057646574,0.002198037,0.9723954,0.00005928918,0.000017559696,0.006838754],"study_design_scores_gemma":[0.0015088485,0.00045408306,0.007077966,0.0003671959,0.000110100926,0.0004095185,0.00063304557,0.049441278,0.939219,0.0000053544372,0.0004356006,0.0003379947],"about_ca_topic_score_codex":0.000013104375,"about_ca_topic_score_gemma":9.3552995e-7,"teacher_disagreement_score":0.04724324,"about_ca_system_score_codex":0.000079389545,"about_ca_system_score_gemma":0.00019066097,"threshold_uncertainty_score":0.99995345},"labels":[],"label_agreement":null},{"id":"W2110670015","doi":"10.1061/(asce)cf.1943-5509.0000146","title":"CFRP Tendons for the Repair of Posttensioned, Unbonded Concrete Buildings","year":2010,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","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":true,"ca_institutions":"Queen's University","funders":"","keywords":"Corrosion; Prestressed concrete; Fibre-reinforced plastic; Structural engineering; Tendon; Materials science; Composite material; Engineering; Surgery","score_opus":0.008066705662556585,"score_gpt":0.20816765834087858,"score_spread":0.200100952678322,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2110670015","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9974803,0.0003272869,0.00022033682,0.00003839766,0.0012078644,0.00022528278,0.00013547567,0.00006005542,0.000305015],"genre_scores_gemma":[0.9896782,0.00019613557,0.009883909,0.000010542917,0.000092128415,0.0000049258915,0.0000027432197,0.000019630897,0.000111795925],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9982912,0.000010963992,0.00096301315,0.00008859103,0.0003744088,0.0002718302],"domain_scores_gemma":[0.9978606,0.0003912609,0.0004512935,0.00031374287,0.00090054516,0.00008256972],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002938625,0.00021623862,0.0005244245,0.00020667214,0.00008363092,0.000016964064,0.00038837723,0.00014543846,0.00013798577],"category_scores_gemma":[0.00023885939,0.00014950057,0.00035093958,0.00016715941,0.0006438956,0.00039583014,0.000034541044,0.0005252952,0.0000011557538],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00035057438,5.1588245e-7,0.0060766563,0.00044437763,0.00032452168,0.0000032275698,0.0006305211,0.0012626218,0.9804694,0.0022088285,0.0005711775,0.0076575493],"study_design_scores_gemma":[0.0027905498,0.000845294,0.010062302,0.00030221627,0.00037396536,0.0011128848,0.0031017922,0.021578688,0.9457625,0.00013894163,0.013449973,0.00048086795],"about_ca_topic_score_codex":0.000011631453,"about_ca_topic_score_gemma":0.0000011371669,"teacher_disagreement_score":0.034706905,"about_ca_system_score_codex":0.000025131782,"about_ca_system_score_gemma":0.00012921005,"threshold_uncertainty_score":0.6096456},"labels":[],"label_agreement":null},{"id":"W2116204287","doi":"10.1061/(asce)0887-3828(2005)19:4(263)","title":"The Use of Chemical Admixtures in Concrete. Part I: Admixture-Cement Compatibility","year":2005,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Cement; Superplasticizer; Compatibility (geochemistry); Materials science; Gypsum; Water reducer; Void (composites); Sulfate; Composite material; Metallurgy","score_opus":0.02938820535015533,"score_gpt":0.23608358578347138,"score_spread":0.20669538043331606,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2116204287","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99863124,0.00074696523,0.000015783027,0.00004803874,0.00019545226,0.00011386802,0.00006029631,0.000008969464,0.00017938582],"genre_scores_gemma":[0.998493,0.000993781,0.00039069317,0.0000067653705,0.00007488495,0.000003051356,0.0000035242479,0.0000063205525,0.00002799185],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99824685,0.00005581208,0.0009769339,0.00006648086,0.00041805286,0.00023584854],"domain_scores_gemma":[0.9990711,0.00022302824,0.00019174058,0.0001889245,0.00026256422,0.00006264082],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00042766452,0.00012901146,0.00037547667,0.000105372375,0.000026703408,0.000030021421,0.00022442808,0.00006837307,0.0003396468],"category_scores_gemma":[0.000118038326,0.00009105171,0.000084210165,0.000111907335,0.0003320469,0.00032219617,0.000039953295,0.00025429166,0.000001565949],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.003413504,0.0000646809,0.08322111,0.0024920853,0.0007126712,0.000010606735,0.003954112,0.020009788,0.7762126,0.00123133,0.0066207154,0.10205685],"study_design_scores_gemma":[0.0018585185,0.00041359098,0.004307835,0.000399102,0.000029666686,0.000044524266,0.0009954175,0.021267049,0.9135291,0.000031678956,0.05687009,0.00025343773],"about_ca_topic_score_codex":0.000012401169,"about_ca_topic_score_gemma":0.000010162282,"teacher_disagreement_score":0.13731654,"about_ca_system_score_codex":0.00006730865,"about_ca_system_score_gemma":0.000110865905,"threshold_uncertainty_score":0.3718894},"labels":[],"label_agreement":null},{"id":"W2117128799","doi":"10.1061/(asce)0887-3828(2008)22:5(342)","title":"<i>Cryptosporidium</i> Outbreak (Water Treatment Failure): North Battleford, Saskatchewan, Spring 2001","year":2008,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Parasitic Infections and Diagnostics","field":"Immunology and Microbiology","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Outbreak; Cryptosporidium; Spring (device); Environmental science; Geography; Sedimentation; Residence; Confusion; Sewage treatment; Surface water; Hydrology (agriculture); Environmental engineering; Geology; Ecology; Engineering; Sediment; Medicine; Demography; Virology; Biology","score_opus":0.011653973733176136,"score_gpt":0.20180421172662724,"score_spread":0.1901502379934511,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2117128799","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9976209,0.00042189064,0.00013190489,0.0000531284,0.00089782,0.00009110483,0.0001055198,0.000018795052,0.00065897143],"genre_scores_gemma":[0.9975705,0.00068859605,0.0005310562,0.000021268434,0.000071216105,0.0000035298535,0.000018609817,0.0000088730685,0.0010863271],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99864054,0.000049155024,0.00072635186,0.000113864226,0.00008232453,0.00038775612],"domain_scores_gemma":[0.9989024,0.0001163404,0.00029559757,0.00018809013,0.0004505209,0.000047089154],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012533453,0.00021443462,0.0005099673,0.0002174394,0.00021929354,0.0000075882863,0.0001425049,0.00014934417,0.00074653345],"category_scores_gemma":[0.00004459008,0.00014593326,0.00018808775,0.000092704795,0.0006246997,0.00035396699,0.000028845467,0.00025577057,0.00009334554],"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":[0.00057895435,0.00035760927,0.8903744,0.00013020738,0.00083623134,0.000069433634,0.0051465603,0.00053892715,0.09599458,0.00020277001,0.0015192245,0.0042510866],"study_design_scores_gemma":[0.0057191756,0.0027675186,0.06314757,0.00018095443,0.00023446686,0.0070980997,0.008027997,0.000014020603,0.800303,0.0000353531,0.11193698,0.0005349082],"about_ca_topic_score_codex":0.00016116364,"about_ca_topic_score_gemma":0.00021334046,"teacher_disagreement_score":0.8272269,"about_ca_system_score_codex":0.00009256146,"about_ca_system_score_gemma":0.00035248292,"threshold_uncertainty_score":0.8174018},"labels":[],"label_agreement":null},{"id":"W2123781005","doi":"10.1061/(asce)0887-3828(2006)20:1(84)","title":"Collapse of the Quebec Bridge, 1907","year":2006,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":57,"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":"National Science Foundation","keywords":"Chord (peer-to-peer); Forensic engineering; Engineering; Bridge (graph theory); Pier; Span (engineering); Structural engineering; Shoulders; Beam bridge; Civil engineering; Computer science","score_opus":0.004192548941179502,"score_gpt":0.16818357599278716,"score_spread":0.16399102705160765,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2123781005","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9969449,0.00038327574,0.0011350728,0.00001927363,0.00035446757,0.000030312669,0.00003321939,0.000017557515,0.0010818957],"genre_scores_gemma":[0.9991028,0.00006065771,0.00042348786,0.0000023896898,0.000051201914,4.1685027e-7,0.0000013091374,0.000006181945,0.00035157127],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990233,0.000012166547,0.0005784863,0.000036167745,0.00024493432,0.00010490047],"domain_scores_gemma":[0.999396,0.000033891167,0.0001951717,0.0001275671,0.00022294602,0.00002437716],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007823506,0.00010143431,0.00027173109,0.000145679,0.000028443563,0.000010579658,0.00016307677,0.000048811675,0.00008792634],"category_scores_gemma":[0.000020010826,0.00007089245,0.00014961632,0.00026238218,0.00019892177,0.00018346397,0.000011012936,0.00013851539,7.59864e-7],"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":[0.00006216829,0.000015477926,0.03217586,0.0006107148,0.00031167784,0.0000017359005,0.000636603,0.90344685,0.045035835,0.0028726477,0.0025371304,0.012293265],"study_design_scores_gemma":[0.0016553164,0.00017202858,0.39395118,0.00039057023,0.00020085814,0.00026986544,0.0019856908,0.12838024,0.46417606,0.00026822646,0.008084381,0.00046557377],"about_ca_topic_score_codex":0.00021919807,"about_ca_topic_score_gemma":0.00010105905,"teacher_disagreement_score":0.7750666,"about_ca_system_score_codex":0.00004017952,"about_ca_system_score_gemma":0.0000684478,"threshold_uncertainty_score":0.28909102},"labels":[],"label_agreement":null},{"id":"W2124164983","doi":"10.1061/(asce)cf.1943-5509.0000094","title":"Automated Detection and Location of Leaks in Water Mains Using Infrared Photography","year":2009,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Water Systems and Optimization","field":"Engineering","cited_by":62,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Concordia University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Mains electricity; Thermography; Environmental science; Pipeline transport; Leak detection; Leak; Engineering; Environmental engineering; Infrared","score_opus":0.00587241556748353,"score_gpt":0.1821475447423813,"score_spread":0.17627512917489777,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2124164983","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9973341,0.00016394714,0.0021168124,0.0000019109561,0.00013310392,0.000058039783,0.000003043946,0.000024358378,0.00016468539],"genre_scores_gemma":[0.99899274,0.00007410716,0.00090605114,0.000001112775,0.000013243335,3.3771883e-7,0.0000012259686,0.0000037672326,0.0000073997076],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9992455,0.000014778919,0.0005023101,0.000035903577,0.0001085162,0.00009299222],"domain_scores_gemma":[0.9995387,0.0000061971327,0.000116339055,0.000050408857,0.0002684229,0.000019925601],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012275565,0.00007483914,0.00020282407,0.0003917966,0.000017375176,0.000010634684,0.000037725855,0.00006232856,0.00000594429],"category_scores_gemma":[0.000008286373,0.00005994001,0.000022323662,0.00023099092,0.000054222037,0.0003916748,0.0000036616232,0.00008249384,9.9179864e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00015295521,0.000022159773,0.025076328,0.0010976107,0.00006736614,0.000002021771,0.005357967,0.6407882,0.3223349,0.00002205345,0.0000138209525,0.005064651],"study_design_scores_gemma":[0.0007882915,0.0002339441,0.030605128,0.00043902078,0.000016234093,0.000104638304,0.0011719314,0.62223935,0.34420982,0.00003946863,0.000039824714,0.00011238451],"about_ca_topic_score_codex":0.00001547173,"about_ca_topic_score_gemma":0.000011770158,"teacher_disagreement_score":0.021874938,"about_ca_system_score_codex":0.000027213227,"about_ca_system_score_gemma":0.000019426108,"threshold_uncertainty_score":0.24442826},"labels":[],"label_agreement":null},{"id":"W2133168389","doi":"10.1061/(asce)0887-3828(2009)23:1(47)","title":"Prediction Models for Annual Break Rates of Water Mains","year":2009,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Water Systems and Optimization","field":"Engineering","cited_by":105,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Concordia University","funders":"Concordia University","keywords":"Mains electricity; Engineering; Electricity; Statistical analysis; Civil engineering; Environmental science; Forensic engineering; Statistics; Mathematics","score_opus":0.011348829705419899,"score_gpt":0.1890686449522204,"score_spread":0.1777198152468005,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2133168389","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97687066,0.0001532666,0.0216515,0.00001579054,0.00033676266,0.0000974575,0.00024082571,0.000017347782,0.0006164054],"genre_scores_gemma":[0.99751246,0.00010465279,0.0021597676,0.0000020725424,0.00006461727,0.0000012942462,0.00000997338,0.000005838078,0.00013934186],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9990774,0.000008652096,0.0005955329,0.000040963314,0.00014777544,0.00012968588],"domain_scores_gemma":[0.99934536,0.000013265992,0.00012269455,0.00006918294,0.00041929606,0.000030209432],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001478394,0.00009217715,0.00026164416,0.0001583076,0.000024789617,0.000009497597,0.00007756188,0.00006617325,0.000014562051],"category_scores_gemma":[0.000005843373,0.00006655693,0.0000750104,0.000047776437,0.000052101936,0.00067374785,0.000004191326,0.00007186602,2.8309776e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00016917453,0.000018176954,0.0017212129,0.00057444716,0.000092581126,4.858253e-7,0.003516197,0.9810348,0.009286102,0.0004125764,0.00083816255,0.0023360588],"study_design_scores_gemma":[0.001983194,0.0013184056,0.003142405,0.00045548414,0.00006466288,0.0001693498,0.003373529,0.6787779,0.30802247,0.00095820334,0.0015018845,0.0002325619],"about_ca_topic_score_codex":0.00000224112,"about_ca_topic_score_gemma":0.00000164214,"teacher_disagreement_score":0.30225697,"about_ca_system_score_codex":0.000022967084,"about_ca_system_score_gemma":0.00002415297,"threshold_uncertainty_score":0.27141127},"labels":[],"label_agreement":null},{"id":"W2134407427","doi":"10.1061/(asce)cf.1943-5509.0000144","title":"Seismic Response Modification Factors for Reinforced Masonry Structural Walls","year":2010,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Seismic Performance and Analysis","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":true,"ca_institutions":"McMaster University","funders":"","keywords":"Masonry; Structural engineering; Deflection (physics); Masonry veneer; Amplification factor; Seismic analysis; Engineering; Unreinforced masonry building; Reinforced concrete; Geotechnical engineering; Ductility (Earth science); Seismic zone; Geology; Civil engineering; Induced seismicity; Materials science; Composite material","score_opus":0.011275002251967835,"score_gpt":0.22315744348439892,"score_spread":0.21188244123243108,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2134407427","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99767435,0.00006835124,0.0011560448,0.000032375276,0.00071944407,0.000101694815,0.00010112757,0.000041562587,0.000105069776],"genre_scores_gemma":[0.9980843,0.000107519285,0.0013847897,0.000008937641,0.000103084676,0.0000035353135,0.000015537094,0.00001587936,0.0002764004],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985767,0.00001599705,0.00079027587,0.00008636445,0.00027740854,0.00025326904],"domain_scores_gemma":[0.9988237,0.00017253315,0.00031009497,0.00021954974,0.0003886932,0.00008540387],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035004716,0.0001987968,0.0004165001,0.00038655443,0.00008735436,0.00003119421,0.00027065206,0.00014093926,0.00012444577],"category_scores_gemma":[0.00013453698,0.00016395985,0.00021573553,0.00018274508,0.00019428099,0.000756439,0.000012361059,0.00036925744,0.0000025174065],"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":[0.0019996401,0.000011100388,0.024414442,0.00089924224,0.0005714163,0.0000017835238,0.0052615874,0.25560364,0.6931256,0.00041638067,0.00059261813,0.017102567],"study_design_scores_gemma":[0.0012452211,0.00031240218,0.017502833,0.00009374311,0.00010052315,0.00010801142,0.0041178605,0.7436495,0.2285241,0.00009183806,0.0038998858,0.00035409955],"about_ca_topic_score_codex":0.00000501083,"about_ca_topic_score_gemma":0.0000013095847,"teacher_disagreement_score":0.48804584,"about_ca_system_score_codex":0.000046824098,"about_ca_system_score_gemma":0.000121050194,"threshold_uncertainty_score":0.66860884},"labels":[],"label_agreement":null},{"id":"W2136369840","doi":"10.1061/(asce)0887-3828(2008)22:5(276)","title":"Analytical Evaluation of Seismic Performance of RC Frames Rehabilitated Using FRP for Increased Ductility of Members","year":2008,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":18,"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 Québécois de la Recherche sur la Nature et les Technologies","keywords":"Structural engineering; Dissipation; Ductility (Earth science); Fibre-reinforced plastic; Materials science; Displacement (psychology); Failure mode and effects analysis; Geotechnical engineering; Shear strength (soil); Shear (geology); Acceleration; Seismic analysis; Engineering; Composite material; Geology; Physics","score_opus":0.03483106448183585,"score_gpt":0.26294627588684605,"score_spread":0.2281152114050102,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2136369840","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985718,0.00030003497,0.00020047068,0.0000041702033,0.00028330303,0.00032698183,0.00016637181,0.000017718581,0.0001291154],"genre_scores_gemma":[0.9920021,0.00012448951,0.0078071407,0.0000012791573,0.000029266748,0.000003353695,0.000007654305,0.000016769467,0.000007891185],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99674284,0.00007205966,0.0018326986,0.00012742491,0.00096333184,0.00026161957],"domain_scores_gemma":[0.9958537,0.00027263502,0.0009282647,0.0003124089,0.0025448513,0.00008809407],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008584135,0.0002505935,0.00096763537,0.00045678412,0.00005240948,0.0000043471327,0.00027077956,0.00015643095,0.00016975211],"category_scores_gemma":[0.0004880377,0.0002306677,0.00031126718,0.00036236527,0.0010700709,0.00067108066,0.000026672622,0.00028240145,1.860949e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0023061363,0.000020305599,0.2731539,0.0055834833,0.0008416632,0.0000016385382,0.0039400975,0.47752252,0.2253038,0.00008277526,0.000040845727,0.011202833],"study_design_scores_gemma":[0.0017016388,0.000589243,0.046803083,0.0003818977,0.00032081854,0.00013567452,0.0014026385,0.57681245,0.37162358,0.000027349,0.000017007596,0.00018459864],"about_ca_topic_score_codex":0.000077737415,"about_ca_topic_score_gemma":6.924964e-7,"teacher_disagreement_score":0.22635081,"about_ca_system_score_codex":0.00017238593,"about_ca_system_score_gemma":0.0005004794,"threshold_uncertainty_score":0.94063556},"labels":[],"label_agreement":null},{"id":"W2138770491","doi":"10.1061/(asce)0887-3828(2003)17:1(51)","title":"Framework Model for Asset Maintenance Management","year":2003,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Information Technology Governance and Strategy","field":"Business, Management and Accounting","cited_by":72,"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; University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada; Public Works and Government Services Canada","keywords":"IDEF0; Computer science; Asset management; Interoperability; Flexibility (engineering); Process management; Systems engineering; Risk analysis (engineering); Software engineering; Engineering; Business","score_opus":0.01571553636016837,"score_gpt":0.2172697611698161,"score_spread":0.20155422480964774,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2138770491","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.906878,0.000079867496,0.054779485,0.00013838951,0.0004889986,0.00020639971,0.00002740836,0.000031090498,0.03737035],"genre_scores_gemma":[0.984009,0.00013014374,0.014842366,0.00019346991,0.000065391585,0.000007727877,0.0000027185602,0.000007294897,0.0007418813],"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","domain_scores_codex":[0.9987393,0.000003181952,0.0006828401,0.0000765936,0.00026113584,0.00023694905],"domain_scores_gemma":[0.9983568,0.00002839049,0.00086351216,0.00015336642,0.0005887369,0.000009201002],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003689094,0.00013804369,0.00029072852,0.00028666251,0.00010119163,0.000053106764,0.00024765742,0.00010817959,0.00009789375],"category_scores_gemma":[0.00013879193,0.000116232535,0.00012346313,0.00020627478,0.00018107735,0.0015622012,0.000024123805,0.00019480837,0.000009650246],"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":[0.00016747213,0.00002701101,0.0057782996,0.0008603934,0.00008735942,0.0000020617354,0.00012391638,0.0030079412,0.000046327084,0.9786899,0.0041202703,0.0070890374],"study_design_scores_gemma":[0.007999074,0.0004352588,0.0056388183,0.0018818426,0.0003691243,0.00022316504,0.025007982,0.25702876,0.0043648286,0.34903395,0.34661388,0.0014033047],"about_ca_topic_score_codex":0.0000017356535,"about_ca_topic_score_gemma":0.0000011637326,"teacher_disagreement_score":0.62965596,"about_ca_system_score_codex":0.000028631552,"about_ca_system_score_gemma":0.00006354394,"threshold_uncertainty_score":0.4739825},"labels":[],"label_agreement":null},{"id":"W2148807980","doi":"10.1061/(asce)cf.1943-5509.0000081","title":"Structural Condition Assessment of Sewer Pipelines","year":2009,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":78,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Concordia University","funders":"","keywords":"Pipeline transport; Sensitivity (control systems); Engineering; Artificial neural network; Range (aeronautics); Variable (mathematics); Structural engineering; Pipeline (software); Civil engineering; Probabilistic logic; Computer science; Machine learning; Mathematics; Artificial intelligence; Mechanical engineering","score_opus":0.006338857869844115,"score_gpt":0.22538719985610356,"score_spread":0.21904834198625944,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2148807980","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9956654,0.00029220444,0.002281089,0.000021023112,0.000447169,0.000044627246,0.00003886516,0.000040476152,0.0011691826],"genre_scores_gemma":[0.9960982,0.00014420961,0.0036434252,0.0000047837943,0.000067586196,3.6366563e-7,0.0000043841624,0.0000063992247,0.000030599764],"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","domain_scores_codex":[0.9987424,0.000011948756,0.0007225418,0.000055454577,0.0003095109,0.00015815024],"domain_scores_gemma":[0.9992697,0.000043242333,0.00020961746,0.0001230543,0.00030030735,0.000054041855],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011440974,0.00015120287,0.00040383436,0.00020589004,0.000026529544,0.000012127076,0.000154205,0.000097534634,0.000107385924],"category_scores_gemma":[0.000032475327,0.00012424985,0.000118542135,0.00013116033,0.0001329798,0.0002888893,0.0000073085125,0.00028074198,2.3589995e-7],"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":[0.00009477275,0.000023934757,0.0051275836,0.00097222085,0.00023215372,0.0000059703607,0.00044070574,0.85782784,0.094848305,0.0072920793,0.0003734846,0.032760963],"study_design_scores_gemma":[0.004153497,0.0029390138,0.45541507,0.0011638176,0.00022757295,0.0011882924,0.0026145126,0.39886644,0.12167911,0.0078122797,0.0028092875,0.0011311069],"about_ca_topic_score_codex":0.0000019961965,"about_ca_topic_score_gemma":4.397247e-7,"teacher_disagreement_score":0.45896137,"about_ca_system_score_codex":0.00003714972,"about_ca_system_score_gemma":0.000058174643,"threshold_uncertainty_score":0.5066762},"labels":[],"label_agreement":null},{"id":"W2163357174","doi":"10.1061/(asce)cf.1943-5509.0000193","title":"Performance of Unreinforced Masonry Walls Retrofitted with Externally Anchored Steel Studs under Blast Loading","year":2010,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Structural Response to Dynamic Loads","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University; SNC-Lavalin (Canada); Public Works and Government Services Canada","funders":"","keywords":"Structural engineering; Masonry; Unreinforced masonry building; Deflection (physics); Flexural strength; Full scale; Arch; Geotechnical engineering; Shear wall; Explosive material; Engineering; Retrofitting; Materials science; Ultimate tensile strength; Composite material","score_opus":0.005481383857661282,"score_gpt":0.19186145023979062,"score_spread":0.18638006638212934,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2163357174","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9972134,0.000108649045,0.00020349325,0.000011835183,0.0007126994,0.00016272694,0.000052008476,0.00005706875,0.001478105],"genre_scores_gemma":[0.99571604,0.00019934977,0.0035291277,0.0000074522895,0.00009247442,0.0000027469164,0.0000036805334,0.00003730391,0.00041180814],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99723643,0.000033142915,0.0012676818,0.00015388012,0.0008561307,0.0004527166],"domain_scores_gemma":[0.9978534,0.00018128843,0.0006663609,0.0003819316,0.00075812364,0.0001588907],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00038740484,0.0003818835,0.0007955616,0.0005355799,0.00007231738,0.000037799055,0.00052886026,0.00020239217,0.00036288315],"category_scores_gemma":[0.000090636546,0.00029988674,0.00015478658,0.00040766128,0.0006423047,0.00095989293,0.000051103536,0.0009030282,0.000004032445],"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":[0.0028019585,0.00002104499,0.15248121,0.0013291024,0.0007354039,0.000018034794,0.0018867736,0.057014823,0.7690892,0.0003846373,0.000047823003,0.014189937],"study_design_scores_gemma":[0.0061518266,0.0027452183,0.48345873,0.0016379587,0.00022918434,0.0018350764,0.0044557927,0.16144031,0.3365138,0.00004942063,0.00041969342,0.0010629919],"about_ca_topic_score_codex":0.0000086839655,"about_ca_topic_score_gemma":0.000012357044,"teacher_disagreement_score":0.43257543,"about_ca_system_score_codex":0.00012737299,"about_ca_system_score_gemma":0.0003099325,"threshold_uncertainty_score":0.99994534},"labels":[],"label_agreement":null},{"id":"W2164345036","doi":"10.1061/(asce)0887-3828(2001)15:1(11)","title":"Curling of Concrete Floor Slabs on Grade — Causes and Repairs","year":2001,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"CNIB Foundation; Natural Sciences and Engineering Research Council of Canada","funders":"","keywords":"Curling; Flatness (cosmology); Cracking; Durability; Engineering; Slab; Forensic engineering; Mechanical engineering; Structural engineering; Materials science; Composite material","score_opus":0.009672824869349592,"score_gpt":0.2004943691190931,"score_spread":0.1908215442497435,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2164345036","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99831164,0.00059355126,0.00045841857,0.000016495242,0.00020238933,0.000025945277,0.000019216111,0.000030640975,0.00034170225],"genre_scores_gemma":[0.99760306,0.0012446598,0.0010525967,0.0000040383275,0.000038547398,4.2295494e-7,0.0000013604447,0.000007803067,0.00004750299],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990791,0.000011322075,0.0005356786,0.000054675987,0.00020235818,0.00011687073],"domain_scores_gemma":[0.9994816,0.00005444365,0.00015907829,0.00009732747,0.00015332332,0.000054185843],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010114408,0.00012122031,0.00034477518,0.00025477028,0.00002697548,0.0000102023005,0.000076462966,0.000054710796,0.000092336435],"category_scores_gemma":[0.000048282815,0.00010241955,0.0000858691,0.00016678462,0.00016434469,0.00022178644,0.000007517061,0.00016406323,6.9831555e-7],"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":[0.00062477594,0.000011100292,0.05234942,0.0031525462,0.0019713698,0.00003992289,0.0061523407,0.65814346,0.21022014,0.0032371893,0.00038332774,0.0637144],"study_design_scores_gemma":[0.003068525,0.0012161015,0.02708692,0.0013022363,0.00030958187,0.0011008928,0.011276457,0.429596,0.5195886,0.00014603042,0.0045203906,0.00078826316],"about_ca_topic_score_codex":0.000008446902,"about_ca_topic_score_gemma":0.0000010797202,"teacher_disagreement_score":0.30936846,"about_ca_system_score_codex":0.00002058671,"about_ca_system_score_gemma":0.000024507472,"threshold_uncertainty_score":0.4176548},"labels":[],"label_agreement":null},{"id":"W2269455269","doi":"10.1061/(asce)cf.1943-5509.0000843","title":"Critical Appraisal of Common Simplified Assumptions in Seismic Stability Analyses of Gravity Dams","year":2016,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Dam Engineering and Safety","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":"Hydro-Québec; Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Gravity dam; Geotechnical engineering; Cohesion (chemistry); Geology; Residual; Safety factor; Stiffness; Factor of safety; Residual strength; Stability (learning theory); Displacement (psychology); Structural engineering; Engineering; Finite element method","score_opus":0.028298492186666187,"score_gpt":0.3006708395359411,"score_spread":0.2723723473492749,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2269455269","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99472564,0.00018761873,0.0041586156,0.000022852431,0.00034136372,0.00003917114,0.00027924983,0.000018652052,0.00022682203],"genre_scores_gemma":[0.9988416,0.00016491252,0.00095631456,7.8628e-7,0.000021832762,0.0000010520143,0.0000018722703,0.000007945458,0.000003709434],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9983052,0.00004760307,0.0010862468,0.0000713322,0.0002839107,0.00020571346],"domain_scores_gemma":[0.9986601,0.00059337483,0.00017398418,0.00020830064,0.00029513586,0.00006909622],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00041609054,0.00014168287,0.00061422127,0.0002772499,0.000015842754,0.0000046950613,0.00018099407,0.00009236531,0.000077124154],"category_scores_gemma":[0.00040300365,0.000106456835,0.00014158186,0.00019317721,0.00047459407,0.00035653633,0.000022674469,0.00022109531,6.703307e-7],"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":[0.00048251465,0.00028694922,0.4689962,0.0041224076,0.0004079008,0.0000064306555,0.0016634197,0.100333154,0.40243113,0.0021867137,0.00007565986,0.019007528],"study_design_scores_gemma":[0.002735819,0.00070329884,0.4771363,0.0015471177,0.0001501187,0.00009271151,0.0034238005,0.04790508,0.46478075,0.00068048463,0.0003343643,0.0005101276],"about_ca_topic_score_codex":0.000024857625,"about_ca_topic_score_gemma":0.000012882007,"teacher_disagreement_score":0.062349644,"about_ca_system_score_codex":0.000054221233,"about_ca_system_score_gemma":0.00007906735,"threshold_uncertainty_score":0.43411836},"labels":[],"label_agreement":null},{"id":"W2271579450","doi":"10.1061/(asce)cf.1943-5509.0000866","title":"Condition Prediction for Cured-in-Place Pipe Rehabilitation of Sewer Mains","year":2016,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Concordia University","funders":"","keywords":"Mains electricity; Rehabilitation; Sanitary sewer; Engineering; Predictive modelling; Civil engineering; Pipeline transport; Driver rehabilitation; Forensic engineering; Computer science; Environmental engineering","score_opus":0.00407422152534737,"score_gpt":0.1911306261507556,"score_spread":0.18705640462540823,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2271579450","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97501624,0.00012390385,0.023919709,0.000045515408,0.0004236108,0.0001055799,0.00017531407,0.000030712155,0.00015942573],"genre_scores_gemma":[0.99716866,0.00014021569,0.0025915564,0.0000010457658,0.000036509104,0.0000047631975,0.0000032541645,0.000008387998,0.000045597833],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989728,0.000013369549,0.00063800113,0.000058110374,0.00018233557,0.00013540039],"domain_scores_gemma":[0.99921465,0.0002459439,0.00015802812,0.00009427706,0.0002536,0.00003352082],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021970374,0.000103569575,0.00027170125,0.0002534738,0.000016200982,0.0000046088912,0.00008272793,0.00010224229,0.000035447396],"category_scores_gemma":[0.00018947078,0.00007717451,0.00009097755,0.00010475329,0.00014041807,0.0003368456,0.000005134171,0.00011286897,2.8195555e-7],"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":[0.001145345,0.00009096626,0.029199008,0.0053793243,0.00032967812,0.0000019626004,0.0023117724,0.46326053,0.4478118,0.012056804,0.0014540858,0.03695869],"study_design_scores_gemma":[0.020992385,0.00954949,0.33750093,0.00774637,0.00031003557,0.0005561503,0.008993614,0.16637355,0.39536545,0.02331252,0.027669191,0.0016303427],"about_ca_topic_score_codex":0.000001833914,"about_ca_topic_score_gemma":0.000002256761,"teacher_disagreement_score":0.3083019,"about_ca_system_score_codex":0.00007321363,"about_ca_system_score_gemma":0.000042895426,"threshold_uncertainty_score":0.31470853},"labels":[],"label_agreement":null},{"id":"W2292399308","doi":"10.1061/(asce)cf.1943-5509.0000849","title":"Connections for Timber–Concrete Hybrid Building: Experimental and Numerical Model Results","year":2016,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Okanagan University College; University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Structural engineering; Dissipation; Connection (principal bundle); Frame (networking); Stiffness; Beam (structure); Engineering; Ductility (Earth science); Finite element method; Monotonic function; Mathematics; Materials science; Mechanical engineering; Creep","score_opus":0.010315719942059789,"score_gpt":0.21407746311081705,"score_spread":0.20376174316875725,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2292399308","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98848015,0.00036338362,0.0100994175,0.00007091981,0.00017744032,0.0000623162,0.0002664826,0.000026043068,0.00045383984],"genre_scores_gemma":[0.9934072,0.00014252495,0.006190156,0.0000056450244,0.00006785818,0.0000035897626,0.0000018835759,0.000008646772,0.00017249856],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989894,0.000012585183,0.000569112,0.00009435978,0.00015724324,0.00017729662],"domain_scores_gemma":[0.99933183,0.00013032986,0.00016827743,0.00009973883,0.00018297567,0.000086864544],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011944243,0.00014525848,0.00034732558,0.00012573176,0.00006659637,0.000014583973,0.00010804134,0.000047624693,0.00006730446],"category_scores_gemma":[0.00006470792,0.0000992539,0.0001311902,0.00006554748,0.00020850479,0.0004045107,0.000017946075,0.000095548516,5.43914e-7],"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":[0.0026414078,0.00000912094,0.0018689461,0.0006017418,0.0012482707,0.0000083521645,0.001844461,0.06554399,0.8625906,0.009170747,0.0016975523,0.052774813],"study_design_scores_gemma":[0.0028623468,0.00061034557,0.00018814628,0.00019439674,0.000108423315,0.00043224188,0.0010454332,0.5961636,0.3946943,0.0003904669,0.002952117,0.0003581848],"about_ca_topic_score_codex":0.0000016118078,"about_ca_topic_score_gemma":1.2401273e-7,"teacher_disagreement_score":0.5306196,"about_ca_system_score_codex":0.000035647576,"about_ca_system_score_gemma":0.000035796424,"threshold_uncertainty_score":0.40474567},"labels":[],"label_agreement":null},{"id":"W2302626862","doi":"10.1061/(asce)cf.1943-5509.0000886","title":"Assessment of Remaining Useful Life of Pipelines Using Different Artificial Neural Networks Models","year":2016,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Water Systems and Optimization","field":"Engineering","cited_by":59,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Concordia University","funders":"","keywords":"Pipeline transport; Artificial neural network; Robustness (evolution); Backpropagation; Engineering; Pipeline (software); Forensic engineering; Civil engineering; Reliability engineering; Computer science; Artificial intelligence; Environmental engineering","score_opus":0.027765675366037884,"score_gpt":0.22197079178797657,"score_spread":0.1942051164219387,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2302626862","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.8746624,0.00016418187,0.12441532,0.000006354345,0.000552264,0.000054758573,0.000025924655,0.000009982751,0.00010883553],"genre_scores_gemma":[0.9975507,0.0001345527,0.0021569072,0.0000010450508,0.00013027078,5.8715017e-7,0.000001041369,0.000011154848,0.000013703228],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9982997,0.000033169203,0.001168182,0.00005957476,0.0002833222,0.00015603472],"domain_scores_gemma":[0.9988227,0.000058975555,0.0005314924,0.000119114586,0.0004142334,0.00005347873],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019754785,0.00013694244,0.0005085999,0.00019550383,0.000025033125,0.0000104517985,0.00011644014,0.00007689939,0.000026776925],"category_scores_gemma":[0.000022176675,0.00009079241,0.00010618426,0.00009109452,0.00012833503,0.00046602447,0.00002094939,0.00010920202,4.3438607e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004557292,0.000010901641,0.02975977,0.00029719985,0.000075917334,5.2935326e-7,0.00029868548,0.9590336,0.008734508,0.0002131373,0.000012416404,0.0015177759],"study_design_scores_gemma":[0.0004097986,0.00012948777,0.004203904,0.0005865186,0.000032792836,0.000024070217,0.00055041467,0.9842451,0.009668398,0.000045510387,0.000005514861,0.000098476296],"about_ca_topic_score_codex":0.0000072213006,"about_ca_topic_score_gemma":0.0000060974294,"teacher_disagreement_score":0.122888364,"about_ca_system_score_codex":0.000039969385,"about_ca_system_score_gemma":0.00006114956,"threshold_uncertainty_score":0.37024072},"labels":[],"label_agreement":null},{"id":"W2312231057","doi":"10.1061/(asce)cf.1943-5509.0000888","title":"Evidential Reasoning–Based Condition Assessment Model for Offshore Gas Pipelines","year":2016,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Structural Integrity and Reliability 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":"Concordia University","funders":"Qatar National Research Fund","keywords":"Pipeline transport; Pipeline (software); Evidential reasoning approach; Process (computing); Submarine pipeline; Risk analysis (engineering); Engineering; Component (thermodynamics); Raw data; Computer science; Construction engineering; Decision support system; Data mining","score_opus":0.013863759252662046,"score_gpt":0.25359804765354593,"score_spread":0.2397342884008839,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2312231057","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.92621315,0.00015193866,0.07260461,0.00015197285,0.00039713996,0.00009508757,0.00022001893,0.00002936966,0.00013674171],"genre_scores_gemma":[0.9894368,0.00027001463,0.010021944,0.0000079324245,0.00011357182,0.000005308468,0.000008105493,0.000009991711,0.00012632007],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99859565,0.000023411427,0.0007730679,0.00009198925,0.00032403288,0.00019183515],"domain_scores_gemma":[0.99857974,0.00017416546,0.0002602803,0.00014604845,0.00077258784,0.00006720067],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00029235243,0.00016460966,0.00042804098,0.00022706602,0.00006472506,0.000023593058,0.00017938484,0.00012473723,0.0002131218],"category_scores_gemma":[0.00014500627,0.00010656937,0.0002869514,0.00010398428,0.00029482972,0.000535288,0.000010449723,0.00017961857,0.0000010745496],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013770879,0.00010440561,0.034651067,0.0041493825,0.0014632314,0.000005633227,0.0013712733,0.69937354,0.15768525,0.0051143933,0.0040742136,0.09063053],"study_design_scores_gemma":[0.0012767346,0.00024179206,0.001497364,0.0006477281,0.0001689144,0.000040087212,0.000575355,0.9415307,0.05206611,0.0012598239,0.00048296247,0.00021242308],"about_ca_topic_score_codex":0.000003773586,"about_ca_topic_score_gemma":0.000008122043,"teacher_disagreement_score":0.24215718,"about_ca_system_score_codex":0.00010846153,"about_ca_system_score_gemma":0.00016494472,"threshold_uncertainty_score":0.4345773},"labels":[],"label_agreement":null},{"id":"W2340330272","doi":"10.1061/(asce)cf.1943-5509.0000893","title":"Condition Prediction for Chemical Grouting Rehabilitation of Sewer Networks","year":2016,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Concordia University","funders":"Infrastructure Canada","keywords":"Trenchless technology; Engineering; Pipeline transport; Driver rehabilitation; Civil engineering; Rehabilitation; Predictive modelling; Forensic engineering; Environmental engineering; Computer science; Machine learning","score_opus":0.0038632244552055162,"score_gpt":0.18148715665931628,"score_spread":0.17762393220411077,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2340330272","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9181188,0.00010886436,0.081092305,0.00001866837,0.00039688827,0.000070814145,0.00006614135,0.000035505203,0.0000920253],"genre_scores_gemma":[0.9962126,0.000064455075,0.003604677,0.0000010132868,0.0000888662,0.0000031821717,0.0000038586923,0.000008420327,0.000012918693],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.999052,0.000009144382,0.00061584933,0.000052878197,0.00014028058,0.00012986876],"domain_scores_gemma":[0.9991373,0.0002731521,0.00017701977,0.00008156429,0.00029571098,0.00003524596],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00018889029,0.00009686816,0.00025284768,0.000118187876,0.000019120282,0.000004909583,0.00007805214,0.00011389021,0.000024143359],"category_scores_gemma":[0.00019783441,0.00007048372,0.00010742709,0.00007589117,0.00016122212,0.0002606962,0.0000065397726,0.00011415788,1.1657659e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005619904,0.000037343518,0.0087115895,0.0024835519,0.00034752107,4.5383624e-7,0.00091869524,0.47750843,0.42709142,0.006530709,0.0006515096,0.075156786],"study_design_scores_gemma":[0.010194707,0.004438448,0.055223566,0.004742196,0.0003387527,0.00044738138,0.0040167407,0.5728849,0.33184037,0.00949607,0.0052765347,0.0011002857],"about_ca_topic_score_codex":7.7371106e-7,"about_ca_topic_score_gemma":1.5905964e-7,"teacher_disagreement_score":0.095376514,"about_ca_system_score_codex":0.000047789854,"about_ca_system_score_gemma":0.000021952897,"threshold_uncertainty_score":0.28742427},"labels":[],"label_agreement":null},{"id":"W2397853453","doi":"10.1061/(asce)cf.1943-5509.0000906","title":"Performance of Road Embankments on Seasonally-Frozen Peat Foundations with and without Corduroy Bases","year":2016,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Climate change and permafrost","field":"Earth and Planetary Sciences","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 Manitoba","funders":"Ministère de l'Enseignement supérieur, de la Recherche et de l'Innovation","keywords":"Peat; Piezometer; Geotextile; Geotechnical engineering; Culvert; Levee; Foundation (evidence); Settlement (finance); Pore water pressure; Environmental science; Geology; Permafrost; Elevation (ballistics); Engineering; Groundwater; Aquifer; Structural engineering","score_opus":0.02314056596920115,"score_gpt":0.2241915577604517,"score_spread":0.20105099179125052,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2397853453","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9961017,0.00018154849,0.0000036295837,0.0001030144,0.00018749924,0.000083991436,0.0013482429,0.000005462533,0.001984952],"genre_scores_gemma":[0.99786365,0.0013776941,0.00019850757,0.00003022856,0.000054040014,4.5608707e-7,0.000041628144,0.0000034678515,0.00043031323],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9987637,0.00003489766,0.00045467255,0.00011144526,0.000435643,0.0001996785],"domain_scores_gemma":[0.99892485,0.000112008034,0.00043418983,0.0001315218,0.00029877215,0.0000986297],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00020089475,0.00015626856,0.00034021022,0.00016995636,0.00010363847,0.000020809623,0.00015602265,0.000047288002,0.0023999696],"category_scores_gemma":[0.000034507026,0.000089182926,0.000049827628,0.00011217925,0.00054838666,0.0006251425,0.000011041408,0.000107297354,0.000007716075],"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":[0.00082556094,0.000014664052,0.969789,0.00016507776,0.000043607743,0.0000015504999,0.00037432162,0.000046346795,0.00078157155,0.000011840648,0.00006442907,0.027882025],"study_design_scores_gemma":[0.0014060257,0.002332809,0.989948,0.00073962595,0.00004527194,0.0002298752,0.0010662397,0.00090785103,0.0022638033,0.000011882419,0.00088519626,0.00016344234],"about_ca_topic_score_codex":0.00010478875,"about_ca_topic_score_gemma":0.0003154263,"teacher_disagreement_score":0.027718583,"about_ca_system_score_codex":0.000008337626,"about_ca_system_score_gemma":0.00013087993,"threshold_uncertainty_score":0.99851197},"labels":[],"label_agreement":null},{"id":"W2748219493","doi":"10.1061/(asce)cf.1943-5509.0001079","title":"Impact of Seismicity on Performance and Cost of RC Shear Wall Buildings in Dubai, United Arab Emirates","year":2017,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Concordia University","funders":"","keywords":"Induced seismicity; Seismic hazard; Shear wall; Damages; Engineering; Cost reduction; Downtime; Seismology; Geotechnical engineering; Structural engineering; Forensic engineering; Civil engineering; Geology; Reliability engineering","score_opus":0.01275072728986768,"score_gpt":0.23679682089736084,"score_spread":0.22404609360749317,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2748219493","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9988559,0.00021315491,0.000024558072,0.000021064994,0.00009665997,0.000083952415,0.00007601989,0.0000104626415,0.0006182515],"genre_scores_gemma":[0.99704117,0.0026574489,0.00020450255,0.0000101738215,0.000027984428,0.0000013949153,0.0000038585154,0.000012675561,0.00004076828],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9982602,0.000019681058,0.0009992293,0.00010740332,0.000334993,0.00027849016],"domain_scores_gemma":[0.9984477,0.00007076249,0.0007162815,0.00031530662,0.00036785984,0.00008209159],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003782417,0.00024226613,0.00078466634,0.0007977929,0.00008603157,0.000028447774,0.00036588288,0.00012483014,0.00005160789],"category_scores_gemma":[0.000074820404,0.0001977504,0.00017876922,0.00025125773,0.000552404,0.0008908708,0.0000405903,0.00039862763,0.0000010497255],"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":[0.0005042055,0.00005969258,0.8695511,0.00094502675,0.00034790437,0.0000039193524,0.0015538078,0.09481631,0.011674572,0.000042741845,0.000110709516,0.02038998],"study_design_scores_gemma":[0.002576942,0.0012663589,0.63897765,0.0019017657,0.000095797186,0.0001049688,0.0012251321,0.2890989,0.06386184,0.000029452023,0.0004828332,0.00037838364],"about_ca_topic_score_codex":0.00029585892,"about_ca_topic_score_gemma":0.000004845659,"teacher_disagreement_score":0.23057349,"about_ca_system_score_codex":0.000087381464,"about_ca_system_score_gemma":0.00010997647,"threshold_uncertainty_score":0.80640274},"labels":[],"label_agreement":null},{"id":"W2767074120","doi":"10.1061/(asce)cf.1943-5509.0001101","title":"Analytic Hierarchy Process–Simulation Framework for Lighting Maintenance Decision-Making Based on the Clustered Network","year":2017,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Safety Warnings and Signage","field":"Psychology","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Analytic hierarchy process; Process (computing); Hierarchy; Analytic network process; Rule of thumb; Computer science; Risk analysis (engineering); Operations research; Reliability engineering; Engineering; Business","score_opus":0.029883359122591754,"score_gpt":0.33873581006123166,"score_spread":0.3088524509386399,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2767074120","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.91039014,0.00011778422,0.0856332,0.0003561847,0.00095593557,0.00025254698,0.00002423468,0.000011551599,0.0022584319],"genre_scores_gemma":[0.99136245,0.000010448382,0.008024671,0.00013536755,0.0003440627,0.000008730232,8.6909085e-7,0.0000150876,0.000098325705],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99820256,0.000069399684,0.0008344113,0.000164328,0.00038305853,0.00034624097],"domain_scores_gemma":[0.99411464,0.0028826788,0.0018462949,0.00048359943,0.0006235188,0.000049286715],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011559094,0.00017981634,0.00043054676,0.00015499235,0.000688027,0.00010173488,0.0005485918,0.00014485515,0.00039414127],"category_scores_gemma":[0.002255593,0.00011792515,0.00021740956,0.0001196769,0.00036373473,0.00029806502,0.000030964515,0.00046896396,0.000004067926],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.012389998,0.00012728636,0.1351183,0.0005460052,0.00048816024,0.00003071597,0.009181739,0.59360397,0.00007028742,0.03535279,0.0009508716,0.21213986],"study_design_scores_gemma":[0.003927952,0.002021459,0.10390481,0.008749273,0.00018708358,0.00011196378,0.0123989815,0.8101681,0.00018794836,0.0541751,0.0035441534,0.0006231602],"about_ca_topic_score_codex":0.0000016212489,"about_ca_topic_score_gemma":0.000001237482,"teacher_disagreement_score":0.21656412,"about_ca_system_score_codex":0.000040870407,"about_ca_system_score_gemma":0.00013090634,"threshold_uncertainty_score":0.5291817},"labels":[],"label_agreement":null},{"id":"W2800464582","doi":"10.1061/(asce)cf.1943-5509.0001151","title":"Deterioration Assessment of Infrastructure Using Fuzzy Logic and Image Processing Algorithm","year":2018,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Infrastructure Maintenance and Monitoring","field":"Engineering","cited_by":39,"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 Victoria","funders":"Department of Science and Technology, Ministry of Science and Technology, India","keywords":"Serviceability (structure); Visual inspection; Image processing; Fuzzy logic; Engineering; Software; Computer science; Digital image processing; Structural health monitoring; Thresholding; Data mining; Artificial intelligence; Structural engineering; Image (mathematics)","score_opus":0.007650921041659593,"score_gpt":0.2438346187796334,"score_spread":0.2361836977379738,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2800464582","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9802323,0.0002269177,0.018387686,0.0000028018544,0.00052081654,0.00005850768,0.00002136457,0.000014938913,0.0005346898],"genre_scores_gemma":[0.87022936,0.0001048849,0.12944825,0.0000026856208,0.00020050966,4.4688613e-7,9.167342e-7,0.000009440108,0.000003513713],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988746,0.0000147494175,0.0006182003,0.0000716149,0.00024076625,0.00018008534],"domain_scores_gemma":[0.9988326,0.000014196256,0.00035993155,0.00008902409,0.00066016894,0.00004409225],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00016415594,0.0001550168,0.000352414,0.00021454503,0.000069373134,0.000032045406,0.00010533882,0.00008770968,0.00002770943],"category_scores_gemma":[0.000019196399,0.00012792416,0.00004764671,0.00014143379,0.0004480131,0.0007154603,0.000026232581,0.0002174567,1.0840093e-7],"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":[0.00006845904,0.000009500799,0.029467989,0.0015998485,0.00012744029,0.0000061115156,0.00260757,0.003449756,0.68358827,0.00017318108,0.000028332628,0.27887353],"study_design_scores_gemma":[0.0028961352,0.0019669032,0.18829842,0.0025972365,0.00024392101,0.0018286055,0.014796233,0.3928395,0.3900771,0.0028254031,0.00069981057,0.0009307323],"about_ca_topic_score_codex":0.0000026728778,"about_ca_topic_score_gemma":5.7016575e-7,"teacher_disagreement_score":0.38938975,"about_ca_system_score_codex":0.00006771955,"about_ca_system_score_gemma":0.00013850756,"threshold_uncertainty_score":0.5216596},"labels":[],"label_agreement":null},{"id":"W2889028927","doi":"10.1061/(asce)cf.1943-5509.0001233","title":"Experimental and Field Performance of PP Band–Retrofitted Masonry: Evaluation of Seismic Behavior","year":2018,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"","keywords":"Retrofitting; Unreinforced masonry building; Masonry; Structural engineering; Seismic retrofit; Engineering; Ductility (Earth science); Vulnerability (computing); Displacement (psychology); Geotechnical engineering; Forensic engineering; Computer science; Materials science; Reinforced concrete; Composite material","score_opus":0.012267795509948005,"score_gpt":0.23145605032828492,"score_spread":0.21918825481833693,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2889028927","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9979752,0.00089370593,0.000021882453,0.000006851968,0.0002504308,0.000089907146,0.000033594006,0.000009610913,0.0007188696],"genre_scores_gemma":[0.9993111,0.00022436651,0.00035763203,0.0000041042504,0.00006117313,0.0000026622793,0.0000031682218,0.0000067956903,0.000029017736],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99852216,0.000037357146,0.0007250242,0.000079671845,0.0004899592,0.00014581812],"domain_scores_gemma":[0.9987558,0.000041629824,0.00035566633,0.00013882572,0.00065784703,0.00005023045],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031544035,0.00015264991,0.00044023406,0.00017676492,0.00004529797,0.000008466292,0.00014341212,0.00007757469,0.0007771504],"category_scores_gemma":[0.000034217075,0.00012965022,0.000102439575,0.00017672512,0.00036277325,0.00041170872,0.000020453896,0.00015746598,6.6873446e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00086468784,0.000031885902,0.29988518,0.0012146188,0.0006389151,0.000001825886,0.0039637825,0.004834922,0.6034598,0.00011762158,0.00015556243,0.084831245],"study_design_scores_gemma":[0.00093305716,0.0009730144,0.02481022,0.00018938696,0.0002384902,0.000079687175,0.0021316113,0.12707074,0.84333533,0.000008479751,0.00007871056,0.00015128728],"about_ca_topic_score_codex":0.000014677397,"about_ca_topic_score_gemma":0.0000012022724,"teacher_disagreement_score":0.27507496,"about_ca_system_score_codex":0.00003356334,"about_ca_system_score_gemma":0.00006849878,"threshold_uncertainty_score":0.8509252},"labels":[],"label_agreement":null},{"id":"W2915329514","doi":"10.1061/(asce)cf.1943-5509.0001292","title":"Feasibility of Stochastic Gradient Boosting Approach for Evaluating Seismic Liquefaction Potential Based on SPT and CPT Case Histories","year":2019,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Geotechnical Engineering and Soil Mechanics","field":"Engineering","cited_by":142,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Centre for Excellence in Mining Innovation","funders":"","keywords":"Cone penetration test; Liquefaction; Soil liquefaction; Penetration test; Geotechnical engineering; Binary classification; Classifier (UML); Hyperparameter optimization; Test data; Computer science; Engineering; Data mining; Machine learning; Artificial intelligence; Support vector machine","score_opus":0.01656831694589385,"score_gpt":0.2237125131868011,"score_spread":0.20714419624090724,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2915329514","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9109396,0.00010110472,0.08825007,0.00000412502,0.00039684685,0.0001956026,0.00004038024,0.000027519673,0.00004480852],"genre_scores_gemma":[0.9946019,0.0000063568145,0.0053343643,0.0000016434443,0.00002418671,0.000003662009,0.0000028087986,0.000011773182,0.000013315371],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99893486,0.000020022211,0.00055518415,0.00009448028,0.00023922125,0.00015620366],"domain_scores_gemma":[0.9991904,0.00012938237,0.00021770137,0.00013256635,0.00027670572,0.000053238346],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048266246,0.00014099308,0.00036143285,0.00016963405,0.00004208024,0.000009132106,0.00006658345,0.00009305629,0.000006751449],"category_scores_gemma":[0.00018703999,0.00013081224,0.000095515345,0.00006607718,0.00007055986,0.00014347419,0.000010223846,0.0002528795,1.0983389e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00017401655,0.000016723783,0.00012685145,0.0013540153,0.000027015387,0.0000014688093,0.00028489032,0.99064493,0.0032586611,0.000059792623,0.0000019736924,0.004049673],"study_design_scores_gemma":[0.0008404653,0.00081651896,0.00014507677,0.00016915085,0.00004230713,0.00032712065,0.00095154357,0.99403054,0.0025146862,0.000042574327,0.0000065569693,0.00011346731],"about_ca_topic_score_codex":0.000007472854,"about_ca_topic_score_gemma":4.4368272e-7,"teacher_disagreement_score":0.083662346,"about_ca_system_score_codex":0.0001060677,"about_ca_system_score_gemma":0.000067230045,"threshold_uncertainty_score":0.53343683},"labels":[],"label_agreement":null},{"id":"W2986091579","doi":"10.1061/(asce)cf.1943-5509.0001410","title":"Erratum for “Induced Corrosion Techniques for Two-Way Slabs” by Mahmoud E. Said and Amgad A. Hussein","year":2019,"lang":"en","type":"erratum","venue":"Journal of Performance of Constructed Facilities","topic":"Concrete Corrosion and Durability","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":"Memorial University of Newfoundland","funders":"","keywords":"Corrosion; Engineering; Forensic engineering; Metallurgy; Materials science","score_opus":0.011662749450373105,"score_gpt":0.22985121294054975,"score_spread":0.21818846349017665,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2986091579","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9430343,0.0073243957,0.004214465,0.0001244,0.03141519,0.0023168905,0.004825276,0.00025370516,0.0064913603],"genre_scores_gemma":[0.9544721,0.004784252,0.005251558,0.00006613205,0.0011960028,0.000119127966,0.00047556407,0.00018661871,0.033448618],"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","domain_scores_codex":[0.997409,0.00003755703,0.0014082269,0.00027839278,0.00042245103,0.0004444041],"domain_scores_gemma":[0.9976884,0.00028464803,0.0005554273,0.000378497,0.00093955203,0.0001534362],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0005414495,0.00053907617,0.0013399455,0.00038518012,0.00011269236,0.00007963754,0.00037531715,0.00065303873,0.00009221249],"category_scores_gemma":[0.00021655779,0.0004809129,0.0003727091,0.0001361723,0.00027283223,0.00046174144,0.000060523762,0.0009792595,0.0000016867174],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0007549958,0.000016677024,0.0004050023,0.00771309,0.000100472505,0.0000010521323,0.00047597493,0.000021617574,0.20049971,0.00011476512,0.7623421,0.027554527],"study_design_scores_gemma":[0.0040961783,0.003293173,0.00017081025,0.0033612347,0.0003270065,0.00022567742,0.0021683746,0.0136015555,0.21267727,0.00029442698,0.7583134,0.0014708847],"about_ca_topic_score_codex":0.00000898967,"about_ca_topic_score_gemma":0.000011457858,"teacher_disagreement_score":0.03021919,"about_ca_system_score_codex":0.00015694118,"about_ca_system_score_gemma":0.00034056342,"threshold_uncertainty_score":0.99976426},"labels":[],"label_agreement":null},{"id":"W2996193878","doi":"10.1061/(asce)cf.1943-5509.0001383","title":"Seismic Fragility Assessment and Resilience of Reinforced Masonry Flanged Wall Systems","year":2019,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":18,"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":"Fragility; Masonry; Resilience (materials science); Forensic engineering; Geotechnical engineering; Geology; Engineering; Structural engineering; Masonry veneer; Materials science","score_opus":0.006194235903441472,"score_gpt":0.20710247284418784,"score_spread":0.20090823694074636,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2996193878","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9971115,0.00075064856,0.0003749417,0.000011177666,0.0002942173,0.00009124933,0.00002846285,0.000018340455,0.0013194445],"genre_scores_gemma":[0.9981781,0.0011292102,0.00036443275,0.0000069104494,0.00002748346,0.0000014121215,0.000003029031,0.000007822515,0.00028159426],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9984201,0.000025089417,0.00087569066,0.00008970816,0.0003921937,0.00019717301],"domain_scores_gemma":[0.9990033,0.00006940175,0.00035686494,0.00022307072,0.00028245366,0.00006493569],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00039959612,0.0001598823,0.0005927426,0.00026090347,0.000030088799,0.000018472605,0.0001964425,0.000090295565,0.000085365056],"category_scores_gemma":[0.000015008404,0.00013439532,0.00010369452,0.00018518191,0.00019254074,0.00056660693,0.000025852114,0.0002706672,0.0000029174228],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0001897174,0.00001721027,0.3994497,0.0044877785,0.00050576305,0.0000035059431,0.001719401,0.54046595,0.04671243,0.0003307297,0.00019683612,0.005921002],"study_design_scores_gemma":[0.0009992676,0.00035717883,0.046130836,0.00064136746,0.00007752642,0.00012098467,0.005351907,0.93247366,0.012626329,0.000014085321,0.0009691534,0.00023772051],"about_ca_topic_score_codex":0.000029393119,"about_ca_topic_score_gemma":6.9359686e-7,"teacher_disagreement_score":0.3920077,"about_ca_system_score_codex":0.00006560097,"about_ca_system_score_gemma":0.00011747947,"threshold_uncertainty_score":0.5480482},"labels":[],"label_agreement":null},{"id":"W3017857131","doi":"10.1061/(asce)cf.1943-5509.0001464","title":"Prioritization Framework for Asset Management of New Brunswick’s Covered Bridges","year":2020,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Infrastructure Maintenance and Monitoring","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":true,"ca_institutions":"Government of New Brunswick; University of New Brunswick; WSP (Canada); Bishop's University; EXP (Canada)","funders":"","keywords":"Prioritization; Asset management; Asset (computer security); Engineering; Risk analysis (engineering); Forensic engineering; Computer science; Construction engineering; Business; Management science; Computer security; Finance","score_opus":0.01387564817033331,"score_gpt":0.22359408581468235,"score_spread":0.20971843764434903,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3017857131","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9122181,0.0003855868,0.08612475,0.000049858354,0.0007035847,0.00013176187,0.000046202193,0.000023227753,0.0003169414],"genre_scores_gemma":[0.9577538,0.0005983915,0.041341744,0.000010967787,0.00024177328,7.9324366e-7,0.000003965786,0.000012488753,0.000036097634],"study_design_codex":"design_other","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989369,0.0000061208834,0.00059774437,0.00006441204,0.00023059107,0.00016424917],"domain_scores_gemma":[0.99928904,0.000041846404,0.00025493043,0.00008874155,0.00025494114,0.00007051123],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007841571,0.00012882579,0.00034119596,0.000083681036,0.000025665015,0.0000150594815,0.00016093439,0.00007861178,0.000032962376],"category_scores_gemma":[0.000045657256,0.00012090174,0.00010382081,0.00012724442,0.000070168535,0.00029038882,0.000017725564,0.00016705373,5.6880015e-7],"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":[0.0029954168,0.000067186345,0.17722261,0.032178238,0.0031997645,0.000031900156,0.017345818,0.30322522,0.0369622,0.10957558,0.0091916835,0.30800438],"study_design_scores_gemma":[0.0097859455,0.0031708889,0.14961015,0.007967938,0.00070810906,0.0002465818,0.03520198,0.05051133,0.69050866,0.0087480415,0.041922376,0.0016180295],"about_ca_topic_score_codex":0.000004038057,"about_ca_topic_score_gemma":5.8533124e-7,"teacher_disagreement_score":0.65354645,"about_ca_system_score_codex":0.00003691136,"about_ca_system_score_gemma":0.00012379326,"threshold_uncertainty_score":0.493023},"labels":[],"label_agreement":null},{"id":"W3023764048","doi":"10.1061/(asce)cf.1943-5509.0001469","title":"Assessment of Reinforced Concrete Slab Response to Contact Explosion Effects","year":2020,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Structural Response to Dynamic Loads","field":"Engineering","cited_by":30,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Carleton University","funders":"","keywords":"Slab; Reinforcement; Explosive material; Parametric statistics; Structural engineering; Materials science; Finite element method; Compressive strength; Reinforced concrete; Composite material; Engineering; Mathematics","score_opus":0.007912204126032774,"score_gpt":0.22339805847885924,"score_spread":0.21548585435282647,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3023764048","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99776703,0.000121581084,0.0009052563,0.00007718572,0.0003763347,0.00020314814,0.000057084028,0.00004241141,0.00044997619],"genre_scores_gemma":[0.99622834,0.00008817004,0.0035277058,0.0000364494,0.000043050863,0.0000030683068,0.0000018450363,0.00001810209,0.00005329596],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998006,0.00010883006,0.0009897187,0.000100722355,0.0005561624,0.00023859569],"domain_scores_gemma":[0.9983258,0.0005518794,0.00033490194,0.0001895991,0.00039078543,0.00020698918],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003573968,0.00022444362,0.00069648924,0.00027957035,0.00003056632,0.000016691836,0.00029424668,0.000100980214,0.00014389519],"category_scores_gemma":[0.0006112739,0.00019299382,0.00015632003,0.0002862415,0.00012798009,0.00041128093,0.000048386126,0.00033049515,0.000003988934],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0029942815,7.052557e-7,0.0019576743,0.0008141762,0.00013361704,0.000014217143,0.0016617343,0.011089596,0.9787591,0.0002235849,0.00008583907,0.0022654517],"study_design_scores_gemma":[0.0038682919,0.00471346,0.05334389,0.0010190905,0.00009012843,0.0001864048,0.002424781,0.10836227,0.8243423,0.000012034707,0.0011768057,0.00046055106],"about_ca_topic_score_codex":0.0000030484305,"about_ca_topic_score_gemma":1.7341875e-7,"teacher_disagreement_score":0.15441683,"about_ca_system_score_codex":0.00012775704,"about_ca_system_score_gemma":0.0002559244,"threshold_uncertainty_score":0.78700596},"labels":[],"label_agreement":null},{"id":"W3025627394","doi":"10.1061/(asce)cf.1943-5509.0001474","title":"Early-Age Behavior of Internally Cured Concrete Bridge Deck under Environmental Loading","year":2020,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Concrete Properties and Behavior","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 Manitoba","funders":"","keywords":"Bridge deck; Bridge (graph theory); Forensic engineering; Structural engineering; Engineering; Deck; Environmental science; Geotechnical engineering","score_opus":0.018890571600645775,"score_gpt":0.1966575558511445,"score_spread":0.17776698425049872,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3025627394","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9985243,0.0006977423,0.0001043418,0.000017799035,0.00026665893,0.00010138189,0.000141339,0.000023739032,0.00012271671],"genre_scores_gemma":[0.9991496,0.00026470446,0.0004505665,0.000013048182,0.000066028915,0.0000020829393,0.000003310105,0.000019144594,0.000031514814],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99849504,0.000018848472,0.0008507377,0.000089232446,0.0003405532,0.00020560753],"domain_scores_gemma":[0.9993891,0.000027021943,0.00026783362,0.00011379482,0.00007721251,0.00012504018],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008721243,0.00018895898,0.00048691346,0.0001035809,0.000028953466,0.00002274899,0.00026121348,0.00008463526,0.00043902933],"category_scores_gemma":[0.000013018984,0.00016876585,0.00018344403,0.00007664721,0.00030813142,0.00038854862,0.00005433456,0.00032655694,0.00000516245],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025815546,0.000007191132,0.12782323,0.00034464573,0.00016078295,0.000031019787,0.0028127723,0.00028525604,0.8619434,0.000020961288,0.00007662636,0.006235923],"study_design_scores_gemma":[0.0037451629,0.0023072653,0.47431108,0.0007192415,0.00044989472,0.0004908241,0.006553671,0.0037761184,0.5045845,0.000008179076,0.0022758613,0.0007781772],"about_ca_topic_score_codex":0.000011148496,"about_ca_topic_score_gemma":6.204503e-7,"teacher_disagreement_score":0.35735893,"about_ca_system_score_codex":0.00005575911,"about_ca_system_score_gemma":0.00004603682,"threshold_uncertainty_score":0.68820715},"labels":[],"label_agreement":null},{"id":"W3027572657","doi":"10.1061/(asce)cf.1943-5509.0001488","title":"Field Monitoring of RC-Structures under Dynamic Loading Using Distributed Fiber-Optic Sensors","year":2020,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Advanced Fiber Optic Sensors","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Queen's University","funders":"","keywords":"Structural health monitoring; Computer science; Optical fiber; Field (mathematics); Structural engineering; Fiber optic sensor; Engineering; Telecommunications","score_opus":0.015878955827426437,"score_gpt":0.23196186301293675,"score_spread":0.21608290718551032,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3027572657","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9950839,0.00047625214,0.0036428443,0.000026192572,0.00045464686,0.000073977426,0.00008284724,0.000045198703,0.00011413902],"genre_scores_gemma":[0.9765314,0.000133534,0.023203112,0.000003903599,0.00008894447,3.7462016e-7,0.0000024880967,0.000024235293,0.000012016659],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99827385,0.000022177745,0.0009464997,0.00011123319,0.00036412317,0.00028211964],"domain_scores_gemma":[0.9988721,0.0001902475,0.000395306,0.00015621312,0.0002637335,0.00012238583],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000076740216,0.00024010928,0.00059015385,0.0001838017,0.00004928366,0.000016706075,0.00021591621,0.00013429619,0.00012573108],"category_scores_gemma":[0.00013454321,0.00023207888,0.00015139794,0.00028679246,0.00020332704,0.0004287013,0.000032877862,0.0004447568,0.0000015729781],"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":[0.00021834254,0.000007353987,0.008111236,0.0010514339,0.00031145802,0.00001615566,0.001489682,0.8937139,0.091965586,0.00012459855,0.000014166901,0.0029760879],"study_design_scores_gemma":[0.00195946,0.0008035213,0.005922004,0.0011191985,0.0002544014,0.00076850434,0.017083786,0.37544164,0.59527135,0.00030907945,0.00027631296,0.00079072075],"about_ca_topic_score_codex":0.000003324373,"about_ca_topic_score_gemma":1.9450383e-7,"teacher_disagreement_score":0.5182722,"about_ca_system_score_codex":0.00010715955,"about_ca_system_score_gemma":0.00006863169,"threshold_uncertainty_score":0.94639015},"labels":[],"label_agreement":null},{"id":"W3037504682","doi":"10.1061/(asce)cf.1943-5509.0001490","title":"Integrated Condition-Based Rating Model for Sustainable Bridge Management","year":2020,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Infrastructure Maintenance and Monitoring","field":"Engineering","cited_by":18,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Regional Municipality of Durham","funders":"","keywords":"Visual inspection; Serviceability (structure); Engineering; Bridge (graph theory); Reliability engineering; Data mining; Computer science; Artificial intelligence; Structural engineering","score_opus":0.01166062015696361,"score_gpt":0.20738532081808433,"score_spread":0.19572470066112072,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3037504682","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.87223935,0.00009986787,0.12622823,0.000037499634,0.00020260562,0.00018241949,0.000048749884,0.00006503408,0.00089625694],"genre_scores_gemma":[0.98628783,0.00003602252,0.013432453,0.000035131972,0.00009410487,0.000007875163,0.0000064402066,0.000018834417,0.000081310536],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99892914,0.0000075829303,0.00054669974,0.00007158826,0.00018701283,0.0002580009],"domain_scores_gemma":[0.99907506,0.000037894377,0.00017079253,0.00007618767,0.00057003496,0.00007002873],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012783494,0.0001503126,0.00030120587,0.00014192524,0.00006775074,0.000030834908,0.00015232431,0.000054175853,0.000026533291],"category_scores_gemma":[0.000052538657,0.00013413207,0.00010555059,0.00014222854,0.00009311053,0.00038998126,0.000013428261,0.00019595647,7.3476104e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00030621217,0.000008189804,0.0015408155,0.0036447851,0.00019344782,0.000015386533,0.0016076812,0.9751002,0.0050840983,0.0030964068,0.0023788048,0.007023928],"study_design_scores_gemma":[0.0013214591,0.00020927358,0.00033014384,0.0002269298,0.00004724873,0.000017197826,0.006235501,0.960842,0.02826207,0.00025381768,0.0020717867,0.00018256632],"about_ca_topic_score_codex":0.0000015314738,"about_ca_topic_score_gemma":2.746036e-7,"teacher_disagreement_score":0.11404848,"about_ca_system_score_codex":0.00007923041,"about_ca_system_score_gemma":0.0001103504,"threshold_uncertainty_score":0.5469748},"labels":[],"label_agreement":null},{"id":"W3038939099","doi":"10.1061/(asce)cf.1943-5509.0001500","title":"Field Applications of Basalt Fiber Materials for Rehabilitation of Deteriorated Concrete Structures","year":2020,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Innovative concrete reinforcement materials","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":true,"ca_institutions":"Windsor Clinical Research; University of Windsor","funders":"","keywords":"Basalt fiber; Civil engineering; Basalt; Rehabilitation; Engineering; Construction engineering; Forensic engineering; Environmental science; Fiber; Materials science; Geology; Composite material","score_opus":0.01012220612319277,"score_gpt":0.22040734744642176,"score_spread":0.210285141323229,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3038939099","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9953532,0.00007112927,0.003265425,0.000035625777,0.00017659429,0.00035811617,0.0004902075,0.000016160197,0.00023350802],"genre_scores_gemma":[0.99157166,0.000042977146,0.008258804,0.000012948832,0.00006186746,0.000014199807,0.000014553903,0.000012063219,0.000010923327],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9982086,0.000028208719,0.0013298308,0.00006631609,0.00024086659,0.00012618316],"domain_scores_gemma":[0.9975246,0.00023888148,0.0007115059,0.00011585438,0.0013733536,0.000035767283],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027246316,0.00013839343,0.0005739562,0.00015670389,0.000020784957,0.0000110799565,0.00016583037,0.00009040087,0.0006135093],"category_scores_gemma":[0.00029931465,0.00012505769,0.00008228962,0.00018672177,0.00020011852,0.0002859781,0.000018788449,0.000075218544,8.1849527e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0005332205,0.0000010040309,0.00039715623,0.0035380379,0.00013540518,1.1178917e-7,0.00095531496,0.00083098357,0.99028033,0.0012411651,0.00021166384,0.0018756168],"study_design_scores_gemma":[0.00072066544,0.0010491869,0.0002586244,0.00014900808,0.00003643605,0.000004780385,0.00083131983,0.00080201053,0.99388224,0.00011384372,0.0020425357,0.00010933767],"about_ca_topic_score_codex":0.0000038641906,"about_ca_topic_score_gemma":1.4101516e-7,"teacher_disagreement_score":0.0049933787,"about_ca_system_score_codex":0.000025218993,"about_ca_system_score_gemma":0.000095942996,"threshold_uncertainty_score":0.6717497},"labels":[],"label_agreement":null},{"id":"W3095998817","doi":"10.1061/(asce)cf.1943-5509.0001541","title":"Semantic Segmentation of Defects in Infrared Thermographic Images of Highly Damaged Concrete Structures","year":2020,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Infrastructure Maintenance and Monitoring","field":"Engineering","cited_by":79,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Lakehead University","funders":"","keywords":"Spall; Nondestructive testing; Delamination (geology); Thermography; Computer science; Segmentation; Artificial intelligence; Artificial neural network; Structural engineering; Pattern recognition (psychology); Computer vision; Forensic engineering; Engineering; Geology; Infrared","score_opus":0.006882111097027214,"score_gpt":0.19251837267337016,"score_spread":0.18563626157634294,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3095998817","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99839485,0.0005421634,0.00029151005,0.000007852352,0.0002741484,0.000102984704,0.0000508084,0.00001549103,0.00032020974],"genre_scores_gemma":[0.99766415,0.00036206568,0.0018937943,0.0000058122487,0.000054375905,0.0000010926154,0.0000031655434,0.000012392847,0.000003152964],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.998504,0.00003860912,0.00089352,0.00007271249,0.00029167184,0.00019948767],"domain_scores_gemma":[0.9990266,0.000071502414,0.00044324598,0.000106949876,0.00029483734,0.00005684263],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00015941908,0.00016715404,0.00055143074,0.00032782878,0.000019055562,0.000009093489,0.00018461795,0.00008249652,0.00003855491],"category_scores_gemma":[0.00008389327,0.00014481758,0.00011999262,0.0003142845,0.00027169727,0.00039326053,0.000021329177,0.0002851964,1.7395001e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00026142612,0.000002694817,0.15724897,0.0021067797,0.00016554685,0.000007074561,0.005340626,0.015325505,0.8165701,0.0002032736,0.000039839146,0.0027281842],"study_design_scores_gemma":[0.0013594911,0.00037184483,0.110807866,0.00044137047,0.000049751925,0.000028299557,0.0056114593,0.0017056729,0.8792171,0.00021115926,0.00003460046,0.00016139068],"about_ca_topic_score_codex":0.000010900073,"about_ca_topic_score_gemma":0.0000012904668,"teacher_disagreement_score":0.06264701,"about_ca_system_score_codex":0.000034209806,"about_ca_system_score_gemma":0.00007849235,"threshold_uncertainty_score":0.59054893},"labels":[],"label_agreement":null},{"id":"W3101616063","doi":"10.1061/(asce)cf.1943-5509.0001544","title":"Entropy-Based Automated Method for Detection and Assessment of Spalling Severities in Reinforced Concrete Bridges","year":2020,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Infrastructure Maintenance and Monitoring","field":"Engineering","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":"Concordia University","funders":"","keywords":"Spall; Computer science; Segmentation; Artificial neural network; Artificial intelligence; Machine learning; Engineering; Structural engineering","score_opus":0.01017556840019664,"score_gpt":0.24607099263596094,"score_spread":0.2358954242357643,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3101616063","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.95719916,0.00010931721,0.042162634,0.000021523518,0.0002499495,0.00011688714,0.000040316496,0.00004182642,0.000058383164],"genre_scores_gemma":[0.9484277,0.00011758293,0.051369473,0.000008510565,0.000059586582,0.000003281247,0.0000017757757,0.000009385011,0.0000027109606],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99894106,0.000020394384,0.00064736727,0.00006429621,0.00016714899,0.00015972901],"domain_scores_gemma":[0.9992951,0.00011084313,0.00024575242,0.000053355376,0.00024927323,0.000045684876],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020986766,0.00012895612,0.00041767798,0.00016686192,0.000026502352,0.000014590839,0.00007671715,0.00007084478,0.000007759148],"category_scores_gemma":[0.000067843604,0.00011979671,0.00007030589,0.00010179544,0.00009769019,0.00025614304,0.000010319731,0.000200799,3.4003136e-8],"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":[0.00051246723,0.0000012426011,0.014268485,0.0039349045,0.00015345342,0.000003932114,0.0020994998,0.42444265,0.54404515,0.00058950175,0.000015778627,0.009932933],"study_design_scores_gemma":[0.000978896,0.00027732368,0.003555697,0.00023658693,0.000019544805,0.000017416998,0.0017966457,0.71664256,0.2762352,0.000010824512,0.00014063627,0.000088652836],"about_ca_topic_score_codex":0.000008812886,"about_ca_topic_score_gemma":0.0000011779343,"teacher_disagreement_score":0.2921999,"about_ca_system_score_codex":0.000053984048,"about_ca_system_score_gemma":0.00009644013,"threshold_uncertainty_score":0.48851678},"labels":[],"label_agreement":null},{"id":"W3134523066","doi":"10.1061/(asce)cf.1943-5509.0001578","title":"Closure to “Early-Age Behavior of Internally Cured Concrete Bridge Deck under Environmental Loading” by Waleed K. Hamid, Eric P. Steinberg, Ali A. Semendary, Issam Khoury, and Kenneth Walsh","year":2021,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Concrete Properties and Behavior","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 Manitoba","funders":"","keywords":"Bridge deck; Bridge (graph theory); Forensic engineering; Closure (psychology); Engineering; Deck; Geotechnical engineering; Structural engineering; Medicine; Surgery; Law","score_opus":0.01012931531748444,"score_gpt":0.1967435674906946,"score_spread":0.18661425217321018,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3134523066","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9942131,0.0044099237,0.00005382158,0.000038790502,0.00038301275,0.00016231094,0.0006221925,0.000024303446,0.00009252456],"genre_scores_gemma":[0.9968999,0.0017084058,0.000752676,0.000020594754,0.000048451617,0.000005674457,0.000019263915,0.000032152693,0.00051287],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9979796,0.000047142086,0.0010021968,0.00017949818,0.0004566192,0.00033494682],"domain_scores_gemma":[0.9991066,0.00004321684,0.00027290767,0.00021589437,0.0001662442,0.00019514571],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00017498781,0.00030088576,0.00067969033,0.00015931272,0.000059208363,0.0000561547,0.00023180545,0.00013848102,0.0004942749],"category_scores_gemma":[0.000013775096,0.00028052836,0.00017048477,0.0001284183,0.000332351,0.0003953924,0.00011640329,0.00038329235,0.0000029725559],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023645007,0.000020831889,0.118292,0.00036658786,0.00028236854,0.00005671005,0.0015434382,0.000077764125,0.87165207,0.0000072174807,0.0011313668,0.0063331896],"study_design_scores_gemma":[0.0045778956,0.0022363048,0.31313312,0.0011930352,0.0006126157,0.0014465442,0.006410284,0.00054568646,0.653825,0.000009729351,0.014910903,0.0010988995],"about_ca_topic_score_codex":0.00005071793,"about_ca_topic_score_gemma":0.000008969668,"teacher_disagreement_score":0.2178271,"about_ca_system_score_codex":0.0001047149,"about_ca_system_score_gemma":0.000083995394,"threshold_uncertainty_score":0.9999647},"labels":[],"label_agreement":null},{"id":"W3176988379","doi":"10.1061/(asce)cf.1943-5509.0001609","title":"Shake Table Test of Full-Size Wooden Houses versus Wall Test Result: Comparison of Load-Deformation Relationship","year":2021,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":9,"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; University of British Columbia","funders":"","keywords":"Shear wall; Structural engineering; Earthquake shaking table; Deformation (meteorology); Rigidity (electromagnetism); Engineering; Full scale; Geotechnical engineering; Shake; Materials science; Mechanical engineering; Composite material","score_opus":0.027112091701462674,"score_gpt":0.2292125776062519,"score_spread":0.20210048590478924,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3176988379","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9942471,0.0023935542,0.000021983793,0.000033256165,0.0002828152,0.000068789595,0.00020920551,0.000027297392,0.0027160086],"genre_scores_gemma":[0.9977504,0.0004041721,0.0015510061,0.0000012308428,0.000033079225,0.0000017919078,0.000011911916,0.000011893436,0.00023449738],"study_design_codex":"observational","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99819523,0.000025730442,0.0011161761,0.00006704168,0.00042457777,0.0001712523],"domain_scores_gemma":[0.9976462,0.00077666284,0.0004946287,0.00017976068,0.0008545947,0.0000481369],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019131541,0.00016438134,0.0005206702,0.00013266067,0.00005800854,0.000021253049,0.00014575929,0.00010488909,0.00013237658],"category_scores_gemma":[0.0007636183,0.00014071431,0.000105664774,0.0002731194,0.00019885227,0.00068152277,0.000022504379,0.00023645636,0.0000034974134],"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":[0.0011903788,0.0002818495,0.8731847,0.0028144985,0.00057497283,0.0000057861957,0.01085108,0.030802583,0.074087374,0.00024892978,0.0009748842,0.004982976],"study_design_scores_gemma":[0.0070595555,0.0030315667,0.10794209,0.0016466657,0.00040552602,0.00019910597,0.019368634,0.017287916,0.8400545,0.00013689682,0.0023287502,0.00053877034],"about_ca_topic_score_codex":0.000017224158,"about_ca_topic_score_gemma":0.000030436848,"teacher_disagreement_score":0.76596713,"about_ca_system_score_codex":0.00009344354,"about_ca_system_score_gemma":0.00026602315,"threshold_uncertainty_score":0.57381636},"labels":[],"label_agreement":null},{"id":"W3178060756","doi":"10.1061/(asce)cf.1943-5509.0001618","title":"Seismic Response of Braced Heavy Timber Frames with Riveted Connections","year":2021,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"FPInnovations","funders":"","keywords":"Ductility (Earth science); Structural engineering; Stiffness; Seismic analysis; Geotechnical engineering; Engineering; Forensic engineering; Materials science; Creep; Composite material","score_opus":0.008121635166112659,"score_gpt":0.1874236698205801,"score_spread":0.17930203465446742,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3178060756","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9973588,0.0012804336,0.00016628976,0.000072698254,0.00019971235,0.000049944018,0.00006416793,0.000027801903,0.0007801601],"genre_scores_gemma":[0.9973323,0.00030899444,0.0017749632,0.0000051065917,0.000023002098,0.0000017368169,0.0000031562515,0.0000119147635,0.0005388721],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9990294,0.000056512305,0.0004873676,0.00006165182,0.00022020043,0.00014486403],"domain_scores_gemma":[0.9989828,0.0001526806,0.00016689685,0.00014386352,0.0005048807,0.000048863913],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012318089,0.00014141097,0.00038369666,0.00017351625,0.000047255973,0.000015260723,0.00008131286,0.00007036745,0.00028245916],"category_scores_gemma":[0.00005944227,0.00010758968,0.000091053036,0.00021218955,0.00025667908,0.00032888068,0.000012474464,0.00019405522,0.000003162965],"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":[0.020745957,0.00039434392,0.26233763,0.0031511283,0.0057975934,0.00017681747,0.022388045,0.42446205,0.24496894,0.00064760854,0.0023253912,0.012604493],"study_design_scores_gemma":[0.0029133046,0.001759082,0.026265826,0.0008533933,0.0001970284,0.0013003947,0.010681702,0.012766,0.9383305,0.00007423327,0.004508066,0.00035047528],"about_ca_topic_score_codex":0.000006449952,"about_ca_topic_score_gemma":0.0000051754355,"teacher_disagreement_score":0.6933616,"about_ca_system_score_codex":0.00003546819,"about_ca_system_score_gemma":0.0002139865,"threshold_uncertainty_score":0.438738},"labels":[],"label_agreement":null},{"id":"W3178461802","doi":"10.1061/(asce)cf.1943-5509.0001599","title":"Closure to “Reconnaissance of Buildings Impacted by the 2018 Tornadoes in Ottawa, Canada” by Amira Gill and Aikaterini S. Genikomsou","year":2021,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Landslides and related hazards","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":false,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Queen's University","funders":"","keywords":"Tornado; Closure (psychology); Forensic engineering; Engineering; Geology; Geography; Meteorology; Political science; Law","score_opus":0.0036429094244219188,"score_gpt":0.17951760149426615,"score_spread":0.17587469206984424,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3178461802","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99721086,0.0010252539,0.00000636864,0.00050701416,0.00020361069,0.000068769456,0.00026914498,0.0000024085539,0.00070655113],"genre_scores_gemma":[0.9984761,0.00057930476,0.00023966451,0.00008789787,0.0000142278495,9.872257e-7,0.0000029362564,0.000006186413,0.00059273106],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9985663,0.000045332832,0.00064939726,0.00012549262,0.00037774505,0.00023571104],"domain_scores_gemma":[0.99926573,0.00005906716,0.0003401452,0.00014286797,0.00008242157,0.00010974057],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00024961127,0.00014196664,0.00034565464,0.000040563373,0.00006790996,0.000019742474,0.00021776905,0.00008163942,0.00071308593],"category_scores_gemma":[0.000063369385,0.0000906265,0.00005086777,0.00021984077,0.00041934624,0.00025760342,0.00008019623,0.00024385721,9.1643994e-7],"study_design_candidate":"observational","study_design_consensus":"observational","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00025425834,0.000045313704,0.78043145,0.000156702,0.00012479047,0.000019827161,0.002058566,0.00059989805,0.15423715,0.000031214935,0.050061822,0.011978984],"study_design_scores_gemma":[0.0028798967,0.00096210535,0.38674214,0.0006284909,0.00008173565,0.001042368,0.00956336,0.0003801447,0.34332082,0.000095643016,0.25363934,0.0006639414],"about_ca_topic_score_codex":0.020344747,"about_ca_topic_score_gemma":0.01557621,"teacher_disagreement_score":0.39368933,"about_ca_system_score_codex":0.000122015284,"about_ca_system_score_gemma":0.00016546335,"threshold_uncertainty_score":0.9861789},"labels":[],"label_agreement":null},{"id":"W3182082296","doi":"10.1061/(asce)cf.1943-5509.0001620","title":"Bending Stiffness and Load–Deflection Response Prediction of Mass Timber Panel–Concrete Composite Floor System with Mechanical Connectors","year":2021,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Natural Sciences and Engineering Research Council of Canada; University of Alberta","funders":"","keywords":"Structural engineering; Deflection (physics); Stiffness; Bending stiffness; Composite number; Cracking; Bending; Vibration; Flexural rigidity; Engineering; Materials science; Composite material","score_opus":0.012574167505848378,"score_gpt":0.1780391607491151,"score_spread":0.16546499324326672,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3182082296","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9980516,0.0007364305,0.00034566692,0.000010605576,0.00030073177,0.00006754291,0.000083243554,0.000037040398,0.0003671842],"genre_scores_gemma":[0.9987301,0.0001433821,0.0010106807,9.551135e-7,0.0000313415,0.000002097677,0.000003995319,0.000011755096,0.000065666936],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99890804,0.00007329338,0.00051091844,0.00008215172,0.00029146735,0.00013409955],"domain_scores_gemma":[0.9991465,0.00009453847,0.00018491747,0.00009604022,0.00042351862,0.00005444165],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00022192692,0.00014725776,0.0003980192,0.00013303247,0.00005862272,0.000024512903,0.000052207975,0.000082101746,0.00003702712],"category_scores_gemma":[0.000025225785,0.00011425473,0.00005635395,0.00014226057,0.00013312337,0.00035727222,0.000012270005,0.00016581021,6.7588167e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.006751584,0.000012889364,0.024619887,0.002950807,0.0011106728,0.000052230775,0.0027125226,0.01009512,0.9491704,0.00039525234,0.000020932905,0.0021076954],"study_design_scores_gemma":[0.0038902026,0.0013190865,0.026911981,0.0020732994,0.00035567253,0.0023279698,0.012841422,0.036198977,0.91354966,0.000017587636,0.00020933752,0.00030483265],"about_ca_topic_score_codex":0.000008435717,"about_ca_topic_score_gemma":0.0000023666819,"teacher_disagreement_score":0.03562077,"about_ca_system_score_codex":0.00011061736,"about_ca_system_score_gemma":0.00012449773,"threshold_uncertainty_score":0.4659173},"labels":[],"label_agreement":null},{"id":"W3184821476","doi":"10.1061/(asce)cf.1943-5509.0001626","title":"Predicting the Remaining Useful Life of Corroding Bridge Girders Using Bayesian Updating","year":2021,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Toronto","funders":"","keywords":"Bridge (graph theory); Log-normal distribution; Bayesian inference; Bayesian probability; Engineering; Reliability engineering; Girder; Structural engineering; Computer science; Statistics; Mathematics","score_opus":0.022663130422746355,"score_gpt":0.22274411504349095,"score_spread":0.20008098462074458,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3184821476","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9951276,0.0006227649,0.0023120502,0.0000301851,0.00064829376,0.000059447833,0.000032408734,0.00002713997,0.0011400719],"genre_scores_gemma":[0.9975959,0.00016142281,0.0021181013,0.000013741585,0.00008445976,4.8668073e-7,0.0000016653646,0.000013795104,0.000010442788],"study_design_codex":"observational","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99806416,0.000076799144,0.0011430957,0.00009842156,0.00038570163,0.00023181889],"domain_scores_gemma":[0.9983083,0.00030569293,0.00048325455,0.00023299837,0.0005819782,0.000087791275],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006482243,0.0001597469,0.0004660562,0.00013200274,0.00012716363,0.000033826625,0.0001982895,0.00007765163,0.00019875969],"category_scores_gemma":[0.0008004638,0.0001319851,0.0001674245,0.0002995198,0.0002731876,0.000410322,0.00005867642,0.00041561175,3.9440252e-7],"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":[0.00016775921,0.000017053118,0.75233537,0.0020504484,0.00021895839,0.000015086822,0.010439592,0.06911698,0.15374853,0.00031358952,0.00011082028,0.011465804],"study_design_scores_gemma":[0.0018608372,0.00023886612,0.0570376,0.0025814255,0.00020338464,0.0011182199,0.08456753,0.6993647,0.15175672,0.000073781746,0.0006514221,0.0005455171],"about_ca_topic_score_codex":0.000013542858,"about_ca_topic_score_gemma":0.000006852993,"teacher_disagreement_score":0.6952978,"about_ca_system_score_codex":0.00006187264,"about_ca_system_score_gemma":0.0004187626,"threshold_uncertainty_score":0.53821963},"labels":[],"label_agreement":null},{"id":"W3190956891","doi":"10.1061/(asce)cf.1943-5509.0001637","title":"Combined Effects of Freeze-Thaw and Corrosion on Performance of RC Structures: State-of-the-Art Review","year":2021,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"National Research Council Canada; University of Ottawa","funders":"","keywords":"Corrosion; Frost (temperature); Reinforced concrete; Structural engineering; Materials science; Environmental science; Forensic engineering; Geotechnical engineering; Engineering; Composite material","score_opus":0.005134912004927561,"score_gpt":0.18832493280685006,"score_spread":0.1831900208019225,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W3190956891","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9930843,0.0057113627,0.000040097722,0.000022223354,0.000597144,0.0001853476,0.00008975609,0.000009741114,0.0002600429],"genre_scores_gemma":[0.9871273,0.012504082,0.00026010786,0.000017593145,0.000010488046,0.0000015220498,0.0000030648239,0.000009789339,0.0000660394],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99808156,0.00007832501,0.0011098237,0.00010312223,0.00046736147,0.00015980798],"domain_scores_gemma":[0.99811476,0.0002614062,0.000568773,0.0003415188,0.0006447626,0.00006879785],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00027535614,0.00019525421,0.0008149651,0.000111336376,0.000038906186,0.0000062432714,0.00020885057,0.00007311721,0.00012456726],"category_scores_gemma":[0.00027976587,0.00014375446,0.00018346212,0.00025865732,0.00043316153,0.00021178999,0.00006414118,0.00031793962,5.2449013e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0013122358,0.00010702327,0.25455746,0.10638327,0.00019538196,0.000008296978,0.0020955107,0.0032443812,0.5665589,0.00046106425,0.0013144972,0.063761994],"study_design_scores_gemma":[0.0016875219,0.0011370282,0.07857911,0.010516321,0.00010802151,0.00009199969,0.00035040872,0.0024665233,0.9042226,0.00008631203,0.00054330006,0.00021083839],"about_ca_topic_score_codex":0.0000036840363,"about_ca_topic_score_gemma":0.0000040954187,"teacher_disagreement_score":0.33766374,"about_ca_system_score_codex":0.000028528184,"about_ca_system_score_gemma":0.00016396178,"threshold_uncertainty_score":0.58621365},"labels":[],"label_agreement":null},{"id":"W4220774982","doi":"10.1061/(asce)cf.1943-5509.0001723","title":"Proposed Design Methods for Timber Members Subjected to Blast Loads","year":2022,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":17,"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; Carleton University; University of Ottawa","funders":"","keywords":"Engineering; Structural engineering; Design methods; Frame (networking); Failure mode and effects analysis; Full scale; Reliability engineering; Mechanical engineering","score_opus":0.021464715413106975,"score_gpt":0.25520053182826213,"score_spread":0.23373581641515517,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4220774982","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9840415,0.0005802064,0.013322806,0.000044751767,0.00065132655,0.00036948363,0.0000715404,0.000053234995,0.0008651351],"genre_scores_gemma":[0.8917604,0.000043313303,0.10752304,0.000010345794,0.00004254139,0.000028483786,0.0000040522127,0.000020720816,0.00056710734],"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99877524,0.00009631248,0.00055928534,0.00008296744,0.00024556514,0.00024059766],"domain_scores_gemma":[0.9992293,0.000167921,0.00014284157,0.00012616056,0.00025528864,0.00007847957],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00048740406,0.00017555236,0.00039329162,0.00028848244,0.0001305212,0.000022488382,0.00020683375,0.0000422378,0.0005586938],"category_scores_gemma":[0.00005480639,0.00014703728,0.00012872546,0.0002414105,0.00009513385,0.00024706236,0.000034291494,0.00020388265,0.0000022327665],"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":[0.005648742,0.00017388308,0.005969967,0.0017588064,0.0021768096,0.000015276686,0.018934615,0.56606793,0.25435534,0.000396178,0.008397738,0.13610469],"study_design_scores_gemma":[0.0037728443,0.0053095575,0.0007224805,0.00016394575,0.0002519097,0.00042620322,0.009730287,0.052452162,0.8665608,0.00027198644,0.05963976,0.0006980511],"about_ca_topic_score_codex":0.0000041471467,"about_ca_topic_score_gemma":0.0000011629204,"teacher_disagreement_score":0.61220545,"about_ca_system_score_codex":0.00011779582,"about_ca_system_score_gemma":0.00013800048,"threshold_uncertainty_score":0.6117305},"labels":[],"label_agreement":null},{"id":"W4286620328","doi":"10.1061/(asce)cf.1943-5509.0001747","title":"Integrated Reliability Assessment Model for Drinking Water Networks: A Case Study of the City of London, Canada","year":2022,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Water Systems and Optimization","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":true,"ca_institutions":"Concordia University; Canadian Council of Professional Engineers","funders":"","keywords":"Reliability (semiconductor); Context (archaeology); Reliability engineering; Engineering; Hydraulics; Quality (philosophy); Water supply; Civil engineering; Computer science; Environmental engineering","score_opus":0.010422432975170006,"score_gpt":0.19436871558754804,"score_spread":0.18394628261237803,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4286620328","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9914192,0.00003999481,0.0076163607,0.000006873895,0.0005081755,0.0002879624,0.00008150009,0.0000055200426,0.000034439137],"genre_scores_gemma":[0.9992709,0.00000620006,0.00063457794,0.0000017428928,0.000013812179,0.000011427828,0.0000027440378,0.000007367633,0.000051214272],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99854076,0.00006235899,0.0008782658,0.00006161486,0.00032297504,0.00013401336],"domain_scores_gemma":[0.99898916,0.000042538406,0.00028153008,0.00017363646,0.0004883809,0.000024724286],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004674408,0.00010627278,0.0003649366,0.000074136915,0.00010298896,0.000007184055,0.00017543511,0.000027428385,0.000024108464],"category_scores_gemma":[0.000013209465,0.000067757544,0.00007557849,0.00011950943,0.000059198428,0.00014654081,0.000055188684,0.00022996464,2.9803404e-9],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00004986108,0.000032080283,0.058126822,0.00021273096,0.000080674465,0.000003402535,0.002644749,0.9384449,0.00015401459,0.0000070214596,0.00007361783,0.00017009403],"study_design_scores_gemma":[0.0007650534,0.00025056212,0.0010365348,0.000057770143,0.000042245858,0.00019297039,0.015992727,0.9796033,0.001887892,0.000011664181,0.000081615304,0.000077686345],"about_ca_topic_score_codex":0.013863654,"about_ca_topic_score_gemma":0.029076612,"teacher_disagreement_score":0.05709029,"about_ca_system_score_codex":0.00019500277,"about_ca_system_score_gemma":0.0002839165,"threshold_uncertainty_score":0.99270314},"labels":[],"label_agreement":null},{"id":"W4315479985","doi":"10.1061/jpcfev.cfeng-3899","title":"Blast-Resistant Window Anchors. II: Numerical Investigation","year":2023,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Structural Analysis of Composite Materials","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Ottawa","funders":"","keywords":"Structural engineering; Parametric statistics; Masonry; Engineering; Impulse (physics); Window (computing); Computer science; Mathematics","score_opus":0.009144213251382097,"score_gpt":0.19201225306356265,"score_spread":0.18286803981218056,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4315479985","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9986246,0.00016772242,0.00005021532,0.00005631543,0.00059969607,0.00005370572,0.00004557113,0.00009427338,0.00030789012],"genre_scores_gemma":[0.9987339,0.00015975581,0.0008617674,0.0000063269267,0.00013297184,0.0000015600478,0.0000086165255,0.000012967633,0.000082127124],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99836063,0.000032804826,0.00087073847,0.0000796327,0.0004285691,0.00022761655],"domain_scores_gemma":[0.9991504,0.0000657656,0.00026893293,0.00014545009,0.00027563496,0.000093799856],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00021656309,0.00017449538,0.0004979287,0.00041104492,0.000082453764,0.000034956607,0.00022924501,0.00007651615,0.0002333588],"category_scores_gemma":[0.00006075732,0.00014567871,0.0001378255,0.00047770794,0.00020876888,0.00046473206,0.00004079967,0.00017719177,0.000014460808],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00023050408,0.000007042867,0.017358383,0.0006314064,0.00039786502,0.0000126984105,0.0014977208,0.05562594,0.91680306,0.00033624173,0.0012069135,0.0058922307],"study_design_scores_gemma":[0.0014385394,0.0007114787,0.14431101,0.0005493873,0.00017336971,0.00024593662,0.0019234427,0.033408687,0.8116511,0.0012583497,0.0037075023,0.00062119175],"about_ca_topic_score_codex":0.0000053027484,"about_ca_topic_score_gemma":8.899837e-7,"teacher_disagreement_score":0.12695262,"about_ca_system_score_codex":0.000053384585,"about_ca_system_score_gemma":0.000058860755,"threshold_uncertainty_score":0.59406054},"labels":[],"label_agreement":null},{"id":"W4315480046","doi":"10.1061/(asce)cf.1943-5509.0001763","title":"Blast-Resistant Window Anchors. I: Experimental Investigation","year":2023,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Structural Response to Dynamic Loads","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 Ottawa","funders":"","keywords":"Structural engineering; Masonry; Stiffness; Impulse (physics); Materials science; Inertia; Shear (geology); Tension (geology); Shear force; Window (computing); Engineering; Geotechnical engineering; Composite material; Ultimate tensile strength; Computer science","score_opus":0.010023416526750139,"score_gpt":0.20478838656680162,"score_spread":0.19476497004005147,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4315480046","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9981336,0.000356293,0.000019215371,0.000017652166,0.00067057816,0.00007029094,0.000044300694,0.00009753346,0.0005905168],"genre_scores_gemma":[0.9990224,0.0001362962,0.0005540016,0.0000047415942,0.00007412016,0.000002405195,0.000005062853,0.000015742926,0.00018518044],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99858844,0.000029705396,0.0006545436,0.00007524869,0.0004171922,0.0002348879],"domain_scores_gemma":[0.99932176,0.00009418933,0.00018182001,0.00013707585,0.00017126955,0.00009391013],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019558029,0.0001673639,0.00032132902,0.00040831804,0.000048091624,0.000023391061,0.00019232008,0.00008142931,0.00018424563],"category_scores_gemma":[0.00008241815,0.00014789084,0.00009982789,0.00037234311,0.00030546702,0.00048734702,0.00002537946,0.00022473089,0.000016575512],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00045019298,0.0000060728808,0.01249861,0.00041842688,0.00017109369,0.000021314107,0.0033506276,0.019485407,0.9553633,0.00035449123,0.0006718876,0.0072085843],"study_design_scores_gemma":[0.0019654531,0.000654842,0.11505084,0.00045501054,0.000039763465,0.0003483815,0.009172733,0.04378032,0.82618064,0.00036045548,0.0015158748,0.0004756667],"about_ca_topic_score_codex":0.000003969595,"about_ca_topic_score_gemma":0.0000013486364,"teacher_disagreement_score":0.12918264,"about_ca_system_score_codex":0.0001160514,"about_ca_system_score_gemma":0.00011586821,"threshold_uncertainty_score":0.60308135},"labels":[],"label_agreement":null},{"id":"W4385952350","doi":"10.1061/jpcfev.cfeng-4423","title":"Evaluation of Pedestrian-Induced In-Service Building Floor Performance Based on Short-Term Monitoring","year":2023,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Windsor","funders":"","keywords":"Pedestrian; Term (time); Service (business); Forensic engineering; Computer science; Engineering; Structural engineering; Transport engineering; Construction engineering; Civil engineering; Reliability engineering; Business","score_opus":0.04332535362751035,"score_gpt":0.2727768226365011,"score_spread":0.22945146900899074,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4385952350","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99881333,0.00007945552,0.00020386618,0.000010922869,0.000546347,0.00007892688,0.000010965117,0.000047627298,0.00020855601],"genre_scores_gemma":[0.99934334,0.00011736656,0.00044358388,0.0000013912297,0.000068738045,0.0000042582546,0.0000035542846,0.0000137818415,0.000003995559],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99806195,0.00003894744,0.00077639875,0.00008698059,0.00082421704,0.0002115192],"domain_scores_gemma":[0.99893403,0.000073974865,0.00016121086,0.00016311802,0.0006123025,0.000055381373],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008533129,0.00016724183,0.00038017883,0.0008753816,0.00003472143,0.000015542071,0.0001761985,0.00008692314,0.00005749222],"category_scores_gemma":[0.00009015144,0.00015711499,0.00009653978,0.00087540405,0.000040483108,0.00037784516,0.000011382995,0.00025731642,0.0000024533783],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000040652547,0.0000051112015,0.02621461,0.00046368563,0.000060990722,9.173636e-7,0.00031307616,0.8714484,0.053233746,0.000004385932,0.0000019188374,0.048212484],"study_design_scores_gemma":[0.0006046218,0.000105453015,0.0986068,0.00045544255,0.00005965458,0.000006813906,0.0007024955,0.73206395,0.16727042,0.000005357462,0.000005486001,0.000113510425],"about_ca_topic_score_codex":0.000009388017,"about_ca_topic_score_gemma":0.0000032397033,"teacher_disagreement_score":0.13938448,"about_ca_system_score_codex":0.00014505246,"about_ca_system_score_gemma":0.0001494678,"threshold_uncertainty_score":0.64069635},"labels":[],"label_agreement":null},{"id":"W4387552574","doi":"10.1061/jpcfev.cfeng-4569","title":"Concrete Hydraulic Structures Affected by Alkali–Aggregate Reaction: Numerical and Experimental Investigations","year":2023,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Concrete and Cement Materials Research","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":"Hydro-Québec; Polytechnique Montréal","funders":"","keywords":"Alkali–aggregate reaction; Aggregate (composite); Geotechnical engineering; Alkali–silica reaction; Structural engineering; Alkali metal; Forensic engineering; Environmental science; Materials science; Engineering; Geology; Composite material; Chemistry","score_opus":0.01258338933506042,"score_gpt":0.23549132561513997,"score_spread":0.22290793628007954,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4387552574","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9982003,0.0007687453,0.000013419665,0.00004393425,0.00029992402,0.00008547772,0.00008086122,0.00006936609,0.00043796844],"genre_scores_gemma":[0.9990101,0.00065876177,0.00014324136,0.000007937003,0.000061512714,0.0000049529895,0.000020973255,0.000012556719,0.00008000121],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9988896,0.00004045545,0.0004493231,0.000083897285,0.00032286788,0.00021382791],"domain_scores_gemma":[0.99949247,0.000060058945,0.000121339166,0.00010179024,0.00011327426,0.0001110438],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001442015,0.00014272911,0.00030187593,0.00021404057,0.000074740434,0.000043963704,0.000114042145,0.00007138709,0.00021695816],"category_scores_gemma":[0.000038926555,0.00012863272,0.000050522583,0.0002492542,0.0002912235,0.0003934449,0.000034297424,0.00018960463,0.0000059873532],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000059761172,0.0000014622656,0.00071859517,0.00018506839,0.00009985854,0.0000047402355,0.0006363207,0.00017552776,0.99478257,0.00009593145,0.00181119,0.0014290015],"study_design_scores_gemma":[0.0010344664,0.0003872038,0.0030088627,0.000115796705,0.000024190247,0.00018580932,0.0026610808,0.0075190077,0.9778436,0.00007591313,0.0069255135,0.00021854488],"about_ca_topic_score_codex":0.000012067375,"about_ca_topic_score_gemma":3.2454702e-7,"teacher_disagreement_score":0.016938932,"about_ca_system_score_codex":0.000038944883,"about_ca_system_score_gemma":0.000056503843,"threshold_uncertainty_score":0.524549},"labels":[],"label_agreement":null},{"id":"W4391218752","doi":"10.1061/jpcfev.cfeng-4523","title":"Assessment of Retrofitting Techniques for a Four-Story Masonry Building to Resist Blast Loading","year":2024,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Structural Response to Dynamic Loads","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":"Western University","funders":"","keywords":"Retrofitting; Masonry; Unreinforced masonry building; Resist; Forensic engineering; Structural engineering; Engineering; Geotechnical engineering; Civil engineering; Environmental science; Materials science; Composite material","score_opus":0.01066297975063087,"score_gpt":0.25820938710580765,"score_spread":0.24754640735517677,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4391218752","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98532873,0.00061743625,0.012207713,0.000042920394,0.0007384877,0.00019077095,0.00012069874,0.00010496281,0.00064830476],"genre_scores_gemma":[0.92804533,0.000097295015,0.071554236,0.0000046108125,0.00012783999,0.000008375,0.0000012672708,0.000027875687,0.00013315032],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99827677,0.000035170047,0.00088122743,0.00012533346,0.0004028452,0.000278674],"domain_scores_gemma":[0.99870145,0.00048064758,0.00021609633,0.00016627263,0.0003501748,0.00008534688],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006692752,0.00020841822,0.00053412083,0.0007162708,0.000057558434,0.000043233635,0.00025806588,0.00010733658,0.000044728116],"category_scores_gemma":[0.00027192928,0.00018849412,0.00020366083,0.0002948285,0.000154189,0.000431945,0.000040890714,0.00040292402,5.1232996e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00032024385,0.0000073396554,0.0061632735,0.006244287,0.0005151114,0.000019513029,0.001371554,0.009337869,0.87238246,0.0035688623,0.000710319,0.099359155],"study_design_scores_gemma":[0.0014220123,0.0023132872,0.025004178,0.010467599,0.00034429348,0.0011589683,0.005927262,0.27993092,0.65015274,0.00081783143,0.021310352,0.0011505432],"about_ca_topic_score_codex":0.000002468138,"about_ca_topic_score_gemma":9.92991e-7,"teacher_disagreement_score":0.27059305,"about_ca_system_score_codex":0.00033310495,"about_ca_system_score_gemma":0.00023925696,"threshold_uncertainty_score":0.7686567},"labels":[],"label_agreement":null},{"id":"W4392157348","doi":"10.1061/jpcfev.cfeng-4633","title":"Risk-Based Self-Improving Asset Management Framework for Coastal Protection Structures Using 1+ Inspection Points","year":2024,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Concrete Corrosion and Durability","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":"University of Toronto","funders":"","keywords":"Asset management; Risk management; Integrity management; Risk analysis (engineering); IT asset management; Computer science; Reliability engineering; Engineering; Business; Environmental science; Pipeline transport; Environmental engineering; Finance","score_opus":0.01252968981763682,"score_gpt":0.22726828097889493,"score_spread":0.2147385911612581,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4392157348","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.83369553,0.00018196185,0.16422498,0.0000101046735,0.0012907964,0.00025364538,0.000115220704,0.00016937364,0.000058407724],"genre_scores_gemma":[0.9559165,0.000067502406,0.043873325,0.000002992419,0.000108351014,0.0000068817476,0.0000028905426,0.000016463135,0.0000050912195],"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99882096,0.000032519794,0.0005807084,0.00011800539,0.00026969195,0.0001781321],"domain_scores_gemma":[0.9992978,0.00010011115,0.00018872385,0.00013291315,0.00022650653,0.000053949316],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003363727,0.00016735232,0.00026135816,0.00032937105,0.00010874192,0.000076713295,0.00009903062,0.000114228096,0.00005465803],"category_scores_gemma":[0.000087108645,0.00014853591,0.00015818131,0.00021471843,0.000092418515,0.00039798237,0.000017055314,0.00040073687,7.4633226e-7],"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":[0.0029272626,0.00012264185,0.037722435,0.049424026,0.0017216897,0.00003724081,0.0058200485,0.25885692,0.11675999,0.013172461,0.00040093815,0.51303434],"study_design_scores_gemma":[0.0007194084,0.0004198999,0.004000606,0.0007546799,0.00017998797,0.0001222727,0.002070215,0.9400134,0.048076812,0.0022505547,0.0011001532,0.00029202783],"about_ca_topic_score_codex":0.000009092036,"about_ca_topic_score_gemma":0.000004475392,"teacher_disagreement_score":0.68115646,"about_ca_system_score_codex":0.00015877323,"about_ca_system_score_gemma":0.00009604288,"threshold_uncertainty_score":0.6057118},"labels":[],"label_agreement":null},{"id":"W4396858786","doi":"10.1061/jpcfev.cfeng-4750","title":"Dynamic Monitoring of Rail Behavior under Passenger Train Loading Using Distributed Fiber Optic Sensors","year":2024,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Railway Engineering and Dynamics","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":"National Research Council Canada; York University; Queen's University","funders":"","keywords":"Fiber optic sensor; Structural health monitoring; Optical fiber; Automotive engineering; Engineering; Computer science; Structural engineering; Telecommunications","score_opus":0.011354807816835776,"score_gpt":0.22629424406899018,"score_spread":0.2149394362521544,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4396858786","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99368775,0.0012877333,0.0034792703,0.0000051931593,0.0010952196,0.00006310074,0.00022786592,0.00008236309,0.00007149041],"genre_scores_gemma":[0.992063,0.00020377222,0.0075615267,2.092088e-7,0.000057817768,0.0000014667179,0.0000061545693,0.000031932843,0.000074115895],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985401,0.000016122322,0.0007806714,0.000093387614,0.0003079704,0.00026174565],"domain_scores_gemma":[0.99937826,0.00010499483,0.00012322525,0.00013748773,0.00017942952,0.00007662316],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000195926,0.00021725627,0.00043659887,0.0003736253,0.000034536304,0.000039215363,0.00013614286,0.00012553322,0.00005968157],"category_scores_gemma":[0.0000252359,0.0002057738,0.00017212695,0.00028697777,0.00015219256,0.00041515354,0.000015261023,0.00040636034,0.00000190612],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000023061417,0.000012906363,0.0025215193,0.0013815296,0.0002417988,0.000028860908,0.00064861175,0.9304089,0.060494043,0.00012036687,0.000007009517,0.0041113775],"study_design_scores_gemma":[0.00043417775,0.00012016681,0.006471393,0.001516126,0.00019715306,0.000684536,0.0028367445,0.9706552,0.016576659,0.000024221652,0.00015220963,0.00033141882],"about_ca_topic_score_codex":0.0000031774032,"about_ca_topic_score_gemma":2.8689004e-7,"teacher_disagreement_score":0.043917384,"about_ca_system_score_codex":0.00018236972,"about_ca_system_score_gemma":0.00009374576,"threshold_uncertainty_score":0.8391212},"labels":[],"label_agreement":null},{"id":"W4400117158","doi":"10.1061/jpcfev.cfeng-4686","title":"Cyclic Behavior and Damage Assessment of Superelastic SMA Dowel Connections for Braced Timber Frame Applications","year":2024,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","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 Waterloo","funders":"","keywords":"Dowel; SMA*; Structural engineering; Frame (networking); Braced frame; Materials science; Forensic engineering; Engineering; Computer science; Mechanical engineering","score_opus":0.009099239297670737,"score_gpt":0.25372084997338773,"score_spread":0.244621610675717,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400117158","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.98907924,0.00045384344,0.0088303955,0.000015143309,0.00042320773,0.0003281984,0.00037364438,0.000055223496,0.00044111648],"genre_scores_gemma":[0.99091524,0.0001971676,0.008653524,0.000001949774,0.00005240731,0.00005110114,0.000012412002,0.000018999017,0.00009722922],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9987869,0.000010157441,0.0007037847,0.000099140714,0.00022232268,0.00017768954],"domain_scores_gemma":[0.9991116,0.0002398002,0.00013592563,0.00015222166,0.00028224385,0.00007820928],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010766297,0.00017365822,0.00037757918,0.00030520986,0.000058918933,0.00004184498,0.00013923968,0.0001111453,0.00014749629],"category_scores_gemma":[0.000025348863,0.00015612473,0.00013882763,0.0001770395,0.00029570956,0.0004448232,0.00002128492,0.00030621447,0.0000010536345],"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":[0.00016806168,0.000017709484,0.049991954,0.0066915657,0.0011399919,0.000014515928,0.0026365279,0.031666823,0.8023589,0.02467128,0.0003131497,0.080329515],"study_design_scores_gemma":[0.0077856896,0.0036113234,0.20406489,0.0031153697,0.0034824156,0.0030354434,0.013802323,0.37209532,0.3509221,0.0011487019,0.034479313,0.002457112],"about_ca_topic_score_codex":0.000005661141,"about_ca_topic_score_gemma":0.0000012764652,"teacher_disagreement_score":0.4514368,"about_ca_system_score_codex":0.00006325006,"about_ca_system_score_gemma":0.00012277658,"threshold_uncertainty_score":0.6366582},"labels":[],"label_agreement":null},{"id":"W4400455263","doi":"10.1061/jpcfev.cfeng-4525","title":"Displacement-Based Seismic Design and Assessment of Friction-Dissipating Light-Timber Frames Coupled with a Self-Centering CLT Wall","year":2024,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo; BGC Engineering (Canada)","funders":"","keywords":"Structural engineering; Displacement (psychology); Engineering; Seismic analysis; Geotechnical engineering","score_opus":0.0063196204239972095,"score_gpt":0.2103626885164341,"score_spread":0.2040430680924369,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400455263","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.97705877,0.00053970766,0.02183894,0.00004457317,0.00014231946,0.000084169216,0.000015450358,0.00004645429,0.00022958776],"genre_scores_gemma":[0.9780032,0.00024880178,0.021674704,0.0000049064865,0.000025854919,0.0000035391251,0.0000024502704,0.000011706595,0.000024834484],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.998815,0.000031402167,0.0005883327,0.000097537755,0.00030507383,0.00016267954],"domain_scores_gemma":[0.9993822,0.000106640335,0.00018474106,0.00009426666,0.00017135422,0.000060825107],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00019267802,0.00018165431,0.00039629728,0.00022374744,0.00006110759,0.000051067822,0.000093754315,0.00007339591,0.00015307323],"category_scores_gemma":[0.00000761115,0.00013193437,0.00008956848,0.000200497,0.00008649177,0.00038360333,0.0000134613565,0.00033459943,2.705995e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0003112493,0.000020141724,0.034115706,0.0056906,0.0019972096,0.000023243383,0.002968941,0.92082226,0.024756007,0.00036051046,0.000052447176,0.00888166],"study_design_scores_gemma":[0.00048485395,0.00034093793,0.0014770246,0.0007394728,0.00018534665,0.00006849425,0.001175124,0.98862654,0.006412963,0.000011737498,0.00033082016,0.00014667105],"about_ca_topic_score_codex":0.000009381722,"about_ca_topic_score_gemma":0.0000012316783,"teacher_disagreement_score":0.06780427,"about_ca_system_score_codex":0.000057790217,"about_ca_system_score_gemma":0.000120925484,"threshold_uncertainty_score":0.53801274},"labels":[],"label_agreement":null},{"id":"W4400881867","doi":"10.1061/jpcfev.cfeng-4802","title":"Quantifying the Relative Change in Maintenance Costs due to Delayed Maintenance Actions in Transportation Infrastructure","year":2024,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Infrastructure Maintenance and Monitoring","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":true,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Transportation infrastructure; Highway maintenance; Preventive maintenance; Business; Transport engineering; Risk analysis (engineering); Forensic engineering; Engineering; Environmental science; Reliability engineering","score_opus":0.01765408252817596,"score_gpt":0.25070012010652204,"score_spread":0.23304603757834608,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4400881867","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9947124,0.00077021355,0.0019586592,0.00015684747,0.0016513317,0.00023982965,0.00009067899,0.000034828365,0.0003851968],"genre_scores_gemma":[0.99774367,0.00058508577,0.0014415418,0.000022611886,0.000138794,0.000020283303,0.0000036762208,0.00001997505,0.000024390385],"study_design_codex":"design_other","study_design_gemma":"observational","domain_scores_codex":[0.9984133,0.00003053904,0.00081022846,0.000128491,0.0002628036,0.0003546297],"domain_scores_gemma":[0.9993609,0.00011968165,0.0001249749,0.00013708317,0.00020232226,0.000054998003],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00031923398,0.0002138535,0.00038161277,0.00054816087,0.000048280857,0.00003787315,0.00021566203,0.00011716212,0.000032169446],"category_scores_gemma":[0.000060128314,0.00015482902,0.00010031091,0.0007264789,0.00013924814,0.0009883731,0.000010406804,0.0008174093,0.0000023846899],"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":[0.0015171163,0.00004522977,0.18765606,0.0033515103,0.0006316321,0.00072648877,0.12550473,0.29022476,0.030287828,0.03643109,0.0016249914,0.32199854],"study_design_scores_gemma":[0.0020114454,0.0005498688,0.87750816,0.009669118,0.0000875923,0.00094537047,0.028963504,0.052610412,0.011606641,0.0016212388,0.013533163,0.00089349475],"about_ca_topic_score_codex":0.00008147521,"about_ca_topic_score_gemma":0.000547271,"teacher_disagreement_score":0.6898521,"about_ca_system_score_codex":0.00036092493,"about_ca_system_score_gemma":0.00010266494,"threshold_uncertainty_score":0.6313744},"labels":[],"label_agreement":null},{"id":"W4402127458","doi":"10.1061/jpcfev.cfeng-4852","title":"Experimental Study on the Quasi-Static Cyclic and Dynamic Performance of Two-Story Platform Cross-Laminated Timber Mock-Ups","year":2024,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Tree Root and Stability Studies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"University of Northern British Columbia","funders":"","keywords":"Structural engineering; Static testing; Engineering; Dynamic testing; Cross laminated timber; Computer science; Forensic engineering","score_opus":0.014588215388366403,"score_gpt":0.258781043219127,"score_spread":0.24419282783076057,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4402127458","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9963266,0.0022603234,0.000013568902,0.000022637556,0.00049272977,0.00020599728,0.000077064324,0.0000449413,0.0005560927],"genre_scores_gemma":[0.9995945,0.00014925,0.00005321844,0.000001919472,0.000025609512,0.000008768938,0.0000016832637,0.000018097957,0.00014693118],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99844664,0.000036530615,0.00074141286,0.00012637753,0.000414841,0.00023419959],"domain_scores_gemma":[0.99916196,0.00029408507,0.00014713778,0.00019427788,0.00015379785,0.00004875441],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040869633,0.0002503722,0.00048409193,0.00023740574,0.00013244117,0.000045146084,0.00018619957,0.000056621433,0.00007202362],"category_scores_gemma":[0.00003668265,0.00017150308,0.000106261345,0.00019095853,0.00062190264,0.00050356146,0.000045773966,0.00045869395,0.000003809086],"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":[0.0019739293,0.0012275493,0.7494704,0.008508279,0.003752976,0.00007044567,0.1350017,0.036439393,0.034346864,0.001429122,0.0004964614,0.027282888],"study_design_scores_gemma":[0.0049921623,0.010692987,0.5039604,0.0021902432,0.0003164012,0.00046629473,0.13098389,0.27450934,0.06986836,0.00016882655,0.000742608,0.001108557],"about_ca_topic_score_codex":0.0000046169716,"about_ca_topic_score_gemma":0.00002494707,"teacher_disagreement_score":0.24551006,"about_ca_system_score_codex":0.00011392754,"about_ca_system_score_gemma":0.00006266448,"threshold_uncertainty_score":0.69936925},"labels":[],"label_agreement":null},{"id":"W4403513236","doi":"10.1061/jpcfev.cfeng-4846","title":"Performance Assessment of Buildings Impacted by the 2019 Windstorm in the Central-South of Nepal","year":2024,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Flood Risk Assessment and Management","field":"Environmental Science","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"BGC Engineering (Canada)","funders":"","keywords":"Environmental science; Forensic engineering; Engineering; Geology; Geotechnical engineering","score_opus":0.005363111998968342,"score_gpt":0.22520893199736644,"score_spread":0.21984581999839808,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4403513236","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99581796,0.00035921994,0.000081503924,0.00019456647,0.00030044283,0.00021256531,0.000077567434,0.00000611616,0.0029500818],"genre_scores_gemma":[0.998297,0.00079441787,0.00062164717,0.000017762004,0.000027737102,0.0000026991386,0.0000041677795,0.0000071385675,0.00022747798],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9977711,0.00007680068,0.0008757135,0.00012378882,0.0008618201,0.0002908021],"domain_scores_gemma":[0.9990416,0.0001146032,0.0005157554,0.00023353212,0.00005151108,0.00004297435],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009418388,0.00017582769,0.00035058527,0.00014584561,0.00006537764,0.000033816923,0.00059921184,0.000058423255,0.00048512896],"category_scores_gemma":[0.000018197206,0.000097266566,0.00014243135,0.0004444254,0.00069199025,0.00065490784,0.00010529684,0.00036676216,0.0000023708944],"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":[0.00021040546,0.00017924633,0.9193783,0.00067332824,0.00024358334,0.0000058086794,0.012900339,0.004851212,0.026700718,0.0008412731,0.007480832,0.026534986],"study_design_scores_gemma":[0.001287944,0.0014078487,0.9393028,0.000641207,0.00016984496,0.000081410675,0.01520199,0.017242143,0.013114053,0.00007018993,0.011187631,0.0002929129],"about_ca_topic_score_codex":0.00022907666,"about_ca_topic_score_gemma":0.000017222255,"teacher_disagreement_score":0.026242074,"about_ca_system_score_codex":0.00013420715,"about_ca_system_score_gemma":0.00012839484,"threshold_uncertainty_score":0.53118217},"labels":[],"label_agreement":null},{"id":"W4408227465","doi":"10.1061/jpcfev.cfeng-4930","title":"Investigating the Reliability of Sidewalk Survey Parameters on the Seismic Risk Assessment of RC Buildings Considering the 2023 Kahramanmaraş Earthquakes","year":2025,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":false,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"","funders":"","keywords":"Seismic risk; Reliability (semiconductor); Engineering; Urban seismic risk; Earthquake scenario; Seismic hazard; Risk assessment; Environmental science; Forensic engineering; Reliability engineering; Structural engineering; Seismology; Civil engineering; Geology; Geotechnical engineering; Computer science","score_opus":0.01453230793661466,"score_gpt":0.2327141730995432,"score_spread":0.21818186516292853,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4408227465","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9978407,0.0003137672,0.0004368434,0.0003026103,0.00027588243,0.00014963627,0.0000994935,0.000013174386,0.0005678934],"genre_scores_gemma":[0.9983823,0.00083919935,0.0006361377,0.000068297006,0.000019380166,0.000005022355,0.0000018911634,0.0000085455595,0.00003923936],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99755317,0.00026446953,0.0013178115,0.00011495655,0.0005091638,0.00024044303],"domain_scores_gemma":[0.9958626,0.0023026152,0.000814907,0.0004684251,0.0005158854,0.000035543962],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0027640187,0.00021906137,0.0006012217,0.00021959846,0.00019820727,0.000038541617,0.0005218911,0.000081008504,0.00003931914],"category_scores_gemma":[0.0009292412,0.00011564724,0.00025583679,0.00060828903,0.0011466319,0.00027839455,0.00006198488,0.000729467,6.650493e-7],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000047760772,0.000020568137,0.37895286,0.0005265461,0.00061848667,4.3416946e-7,0.001607609,0.6073681,0.0026858058,0.00026486165,0.00048372097,0.0074232696],"study_design_scores_gemma":[0.00086834066,0.00035104345,0.39774635,0.0015706941,0.00037434316,0.000026348536,0.021795785,0.5081767,0.06684491,0.0011893184,0.0007306723,0.00032547835],"about_ca_topic_score_codex":0.00031542894,"about_ca_topic_score_gemma":0.000030060912,"teacher_disagreement_score":0.09919138,"about_ca_system_score_codex":0.000059296104,"about_ca_system_score_gemma":0.0002531352,"threshold_uncertainty_score":0.47159576},"labels":[],"label_agreement":null},{"id":"W4409800101","doi":"10.1061/jpcfev.cfeng-4902","title":"Seismic Performance of Buildings during the November 2023 Earthquake in Jajarkot, Nepal","year":2025,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Seismic Performance and Analysis","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":"BGC Engineering (Canada)","funders":"","keywords":"Urban seismic risk; Earthquake scenario; Seismic hazard; Seismology; Environmental science; Geology; Forensic engineering; Environmental Seismic Intensity scale; Engineering","score_opus":0.004224826761822033,"score_gpt":0.18956796766943584,"score_spread":0.1853431409076138,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4409800101","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.996698,0.0009139821,0.00006916067,0.00005014933,0.0003778163,0.00008162055,0.00002840011,0.000018550545,0.0017622792],"genre_scores_gemma":[0.9971653,0.0018937812,0.00020835878,0.000020813663,0.00005741162,0.0000034564762,0.0000016260537,0.000010880867,0.0006383346],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9979838,0.000024115952,0.0011878334,0.000108774475,0.00036414375,0.0003313255],"domain_scores_gemma":[0.99904907,0.00008421424,0.00031008062,0.00025678214,0.00025751189,0.00004236986],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000403195,0.00022555968,0.00060558825,0.00070599525,0.00008069844,0.000021792477,0.00041665067,0.00010992697,0.00014024896],"category_scores_gemma":[0.000033845616,0.00017310896,0.0001989924,0.00084423315,0.00033740167,0.0006326362,0.000053041796,0.00051779987,0.0000040724212],"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":[0.00044903922,0.00004997859,0.5865409,0.002834649,0.000554218,0.000006186796,0.0018142128,0.35442972,0.021089345,0.00009734697,0.00035316581,0.03178126],"study_design_scores_gemma":[0.0030901819,0.00030410464,0.4804427,0.0023507983,0.00017114774,0.00020846725,0.0064819325,0.38048849,0.11999456,0.000057162302,0.0058767525,0.0005336881],"about_ca_topic_score_codex":0.000034863744,"about_ca_topic_score_gemma":0.000015197961,"teacher_disagreement_score":0.10609815,"about_ca_system_score_codex":0.00008300073,"about_ca_system_score_gemma":0.00014525585,"threshold_uncertainty_score":0.7059179},"labels":[],"label_agreement":null},{"id":"W4412974672","doi":"10.1061/jpcfev.cfeng-5149","title":"An Active-Learning Framework for Efficient Training and Bias Mitigation in Probabilistic Forecasting of Water Pipeline Failures","year":2025,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Water Systems and Optimization","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":"","keywords":"Pipeline (software); Training (meteorology); Probabilistic logic; Computer science; Reliability engineering; Machine learning; Artificial intelligence; Engineering; Environmental science; Risk analysis (engineering); Business; Meteorology","score_opus":0.018385580788080422,"score_gpt":0.2214290503428906,"score_spread":0.20304346955481017,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4412974672","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9625997,0.00008158537,0.03690014,0.000012522672,0.00015972338,0.00013055802,0.000011365948,0.000009777149,0.00009460386],"genre_scores_gemma":[0.989987,0.00001396067,0.009941575,9.1988056e-7,0.00002657184,0.0000039242414,0.0000048125708,0.000005953514,0.000015269628],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9991011,0.000026632119,0.0005875042,0.00005867285,0.000100780744,0.00012533276],"domain_scores_gemma":[0.999431,0.000118369026,0.00014858051,0.00004828481,0.00023198256,0.000021778125],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00032164974,0.00008829315,0.00027834254,0.00026923086,0.000035547135,0.00001779811,0.00005477557,0.000070415044,0.000005604298],"category_scores_gemma":[0.00016026778,0.000068639936,0.000034365657,0.00009211985,0.00008066372,0.00020871544,0.0000074280483,0.00015423259,2.7433922e-8],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00008267882,0.000009327132,0.006495322,0.0012316518,0.000026128677,3.1419788e-7,0.00833049,0.9704227,0.00268838,0.00047409683,0.0000018286537,0.010237122],"study_design_scores_gemma":[0.0006235862,0.0001972686,0.0014671119,0.0012855248,0.000020265692,0.000015368205,0.008883767,0.9411175,0.045828946,0.00040860553,0.00006491484,0.00008711728],"about_ca_topic_score_codex":0.0000046916402,"about_ca_topic_score_gemma":0.000009373774,"teacher_disagreement_score":0.043140564,"about_ca_system_score_codex":0.000029596455,"about_ca_system_score_gemma":0.000034475142,"threshold_uncertainty_score":0.27990553},"labels":[],"label_agreement":null},{"id":"W4415210387","doi":"10.1061/jpcfev.cfeng-4759","title":"Collapse Behavior of Platform-Type CLT Construction Using Shake-Table Experimental Tests","year":2025,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Dissipation; Cross laminated timber; Seismic analysis; Shear wall; Limit state design; Shear (geology); Rigidity (electromagnetism); Seismic loading","score_opus":0.014029793602233899,"score_gpt":0.24408726216510893,"score_spread":0.23005746856287504,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W4415210387","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99623835,0.00084402895,0.0014199915,0.0000024539759,0.00078032084,0.000066630404,0.000033988686,0.00003088763,0.0005833325],"genre_scores_gemma":[0.99436146,0.00011297137,0.005410549,0.0000021728724,0.000026760099,0.0000011870133,0.0000037091356,0.000008331533,0.00007284462],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9987643,0.000009732351,0.0007727295,0.00006909314,0.0002310582,0.00015309706],"domain_scores_gemma":[0.99917555,0.000037383834,0.00022644985,0.00012642803,0.00038632064,0.000047890495],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008884658,0.00015737594,0.00043072153,0.00044549865,0.000050708535,0.000018547766,0.00012959275,0.00009677786,0.00016914112],"category_scores_gemma":[0.000032206717,0.0001477437,0.000107027554,0.0005152358,0.00024536546,0.00044969755,0.00001742253,0.00017517465,5.2785606e-7],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00024242241,0.000040783067,0.040390775,0.00071614975,0.0005473562,0.000004374641,0.0007788179,0.3203922,0.62470603,0.0015447193,0.0002345215,0.010401863],"study_design_scores_gemma":[0.0011339914,0.00023503737,0.0047434354,0.00031666458,0.00019026906,0.00023851215,0.0075756973,0.14096928,0.8439876,0.000035142537,0.0003302675,0.00024412188],"about_ca_topic_score_codex":0.000013473294,"about_ca_topic_score_gemma":0.0000015774347,"teacher_disagreement_score":0.21928155,"about_ca_system_score_codex":0.00010328249,"about_ca_system_score_gemma":0.00015030426,"threshold_uncertainty_score":0.6024813},"labels":[],"label_agreement":null},{"id":"W573831948","doi":"","title":"Quality and Life-Cycle Costs in Performance-Based Contracts : Multiple Case Study","year":2010,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Construction Project Management and Performance","field":"Decision Sciences","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":"","keywords":"Incentive; Bidding; Quality (philosophy); Payment; Prestige; Competition (biology); Business; Economics; Industrial organization; Finance; Marketing; Microeconomics","score_opus":0.06848356332336145,"score_gpt":0.34692254271284223,"score_spread":0.2784389793894808,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W573831948","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99729097,0.00007061953,0.000039318762,0.00009497452,0.0009848152,0.00037749863,0.00003102309,0.000015498119,0.0010953126],"genre_scores_gemma":[0.99895626,0.00005367506,0.00077832624,0.00003872024,0.00007507608,0.0000067119217,8.610712e-7,0.000008386829,0.00008199132],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9954522,0.00023551221,0.002383233,0.00029347115,0.0012946089,0.0003409625],"domain_scores_gemma":[0.99555206,0.0012671893,0.0013907813,0.00047204556,0.0011181806,0.00019973824],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0051397076,0.00025995186,0.0008041538,0.0012010409,0.00021414287,0.00017112265,0.0004940995,0.00012616332,0.00049420545],"category_scores_gemma":[0.0021671555,0.0002009233,0.00012463632,0.00077666383,0.00073138624,0.0016711459,0.00010814995,0.00076645496,0.00000774568],"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":[0.0005286317,0.00012789345,0.85893726,0.000060195016,0.00003166961,0.000058685928,0.0013628138,0.00030456463,0.00042272703,0.00006972627,0.000021859918,0.13807397],"study_design_scores_gemma":[0.0076816524,0.0011343611,0.90999675,0.00009840864,0.00003681613,0.0016736313,0.047426324,0.028237617,0.0013037533,0.00011416309,0.001871561,0.00042496432],"about_ca_topic_score_codex":0.00026041167,"about_ca_topic_score_gemma":0.0011302322,"teacher_disagreement_score":0.137649,"about_ca_system_score_codex":0.000042181215,"about_ca_system_score_gemma":0.00046927418,"threshold_uncertainty_score":0.8193415},"labels":[],"label_agreement":null},{"id":"W589908688","doi":"","title":"A Highway Design-Build-Maintain-Warranty Case Study","year":2010,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Construction Project Management and Performance","field":"Decision Sciences","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":"","keywords":"Incentive; Warranty; Bidding; Payment; Business; Economics; Industrial organization; Transport engineering; Finance; Engineering; Marketing; Microeconomics","score_opus":0.06373737374108347,"score_gpt":0.3337821924895912,"score_spread":0.2700448187485077,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W589908688","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.9934144,0.000048394657,0.0021479432,0.00008496115,0.0023720441,0.0003713613,0.000025179574,0.000027384422,0.0015083383],"genre_scores_gemma":[0.99345994,0.000034176028,0.0056325966,0.00001892336,0.00017812525,0.0000054556904,4.6491553e-7,0.000010285335,0.0006600095],"study_design_codex":"observational","study_design_gemma":"qualitative","domain_scores_codex":[0.9951241,0.00025827604,0.00220195,0.00028936696,0.0017678028,0.0003585192],"domain_scores_gemma":[0.9943376,0.000863049,0.0015129878,0.0006629681,0.0024596662,0.00016373469],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0053157937,0.0002805101,0.0007424623,0.0012515655,0.00032287685,0.0002200873,0.0009345961,0.00011825195,0.0023706136],"category_scores_gemma":[0.001295878,0.00019938228,0.0002185743,0.0012395536,0.0007854635,0.0015915176,0.00015490377,0.00076540664,0.000034675406],"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":[0.0012251398,0.00037891458,0.6451926,0.00011654185,0.00039336339,0.0009302636,0.010877083,0.000855224,0.004427306,0.002798792,0.0017284469,0.3310763],"study_design_scores_gemma":[0.019322146,0.012014362,0.06567031,0.00033807915,0.0006622405,0.101196505,0.6293541,0.027135713,0.030739645,0.009235071,0.101582564,0.002749234],"about_ca_topic_score_codex":0.000064236556,"about_ca_topic_score_gemma":0.00010622113,"teacher_disagreement_score":0.61847705,"about_ca_system_score_codex":0.00003065161,"about_ca_system_score_gemma":0.00052110036,"threshold_uncertainty_score":0.99854136},"labels":[],"label_agreement":null},{"id":"W814662788","doi":"","title":"Parametric Effects on the Evaluation of an Impact-Damaged Prestressed Concrete Bridge Girder Repaired by Externally Bonded CFRP Sheets","year":2015,"lang":"en","type":"article","venue":"Journal of Performance of Constructed Facilities","topic":"Structural Behavior of Reinforced Concrete","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":"","keywords":"Structural engineering; Precast concrete; Girder; Finite element method; Structural load; Fibre-reinforced plastic; Parametric statistics; Prestressed concrete; Engineering; Bearing capacity; Materials science","score_opus":0.04033693163694513,"score_gpt":0.2787853622952588,"score_spread":0.23844843065831367,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W814662788","genre_codex":"empirical","genre_gemma":"empirical","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"empirical","genre_consensus":"empirical","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.99777603,0.0006686019,0.000030684823,0.000014328324,0.00042157035,0.00038566068,0.00009281853,0.000049731705,0.00056055177],"genre_scores_gemma":[0.9993541,0.00006127907,0.00044352148,0.000008354074,0.000058450078,0.000008494713,0.000013357727,0.000023597397,0.000028807255],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9969476,0.00023720606,0.0009549916,0.00013173465,0.0014278772,0.0003005888],"domain_scores_gemma":[0.99711406,0.0003628948,0.00064507884,0.00042941,0.0012562976,0.00019224497],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0011271449,0.0003064871,0.0006008143,0.00034974597,0.000049466387,0.000047972426,0.00044414547,0.00015048223,0.00013766097],"category_scores_gemma":[0.00075499597,0.0002155789,0.0002009566,0.00035219197,0.00028907642,0.00077564036,0.000026923224,0.00044677,0.0000025367394],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0038729408,0.000012861503,0.031726446,0.0013955277,0.001819771,0.00004175003,0.006407015,0.11473158,0.69858676,0.00016904398,0.0046922993,0.13654399],"study_design_scores_gemma":[0.005972131,0.003036252,0.11878192,0.0006014003,0.00043439417,0.00031121884,0.001114293,0.11346263,0.7555516,0.00009679995,0.00010616251,0.0005312241],"about_ca_topic_score_codex":0.000037730035,"about_ca_topic_score_gemma":4.7135103e-7,"teacher_disagreement_score":0.13601278,"about_ca_system_score_codex":0.00020041029,"about_ca_system_score_gemma":0.00034550432,"threshold_uncertainty_score":0.8791052},"labels":[],"label_agreement":null}]}