{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":17,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":17,"direct_label_status":"direct model label, unvalidated","prediction_status":"machine_predicted_unvalidated (Codex and Gemma teacher distillation)","score_status":"score_only:v0-immature-baseline (scores rank; they never assert a category)","snapshot":{"source":"OpenAlex, pinned release, all 482 partitions","release":"2026-06-24","frame_built":"2026-07-12"},"query_hash":"8f6fc275b969","filters":{"venue":"Structures Congress 2012"}},"results":[{"id":"W2024884564","doi":"10.1061/9780784412367.014","title":"Performance of Steel Shear Connections under Combined Moment, Shear, and Tension","year":2012,"lang":"en","type":"article","venue":"Structures Congress 2012","topic":"Structural Response to Dynamic Loads","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"","keywords":"Catenary; Structural engineering; Shear (geology); Progressive collapse; Materials science; Shear wall; Mechanics; Engineering; Reinforced concrete; Composite material; Physics","retraction":null,"screen_n_in":null,"score":{"opus":0.01130725590939825,"gpt":0.2317295149674536,"spread":0.2204222590580554,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009865902,0.0002289387,0.0002744333,0.0001444588,0.00009007185,0.00002008853,0.0001199212,0.0001355718,0.0003580016],"category_scores_gemma":[0.00002425068,0.0001936463,0.00004620782,0.0001434388,0.0001652204,0.0004126882,0.00006533937,0.0002052429,0.00001119342],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00005474223,"about_ca_system_score_gemma":0.00001466771,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001346914,"about_ca_topic_score_gemma":0.000004082086,"domain_scores_codex":[0.998937,0.00003818749,0.0002544039,0.0001484537,0.000206985,0.0004149747],"domain_scores_gemma":[0.9993137,0.0001072715,0.00005658139,0.0002927089,0.00006064536,0.0001691433],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.001321456,0.00009978776,0.1451505,0.001653868,0.00117218,0.000008922579,0.003677845,0.06219816,0.6751336,0.06115314,0.01043764,0.03799291],"study_design_scores_gemma":[0.001417019,0.0001665491,0.9375105,0.00006467691,0.00008820643,0.0001185048,0.0002382084,0.03993363,0.01656098,0.0005618404,0.002813749,0.0005261519],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9955699,0.001265389,0.0001121829,0.00003443888,0.001666257,0.000202428,0.00002809027,0.0001438686,0.0009773803],"genre_scores_gemma":[0.9987037,0.0001399216,0.0005419476,0.00003124627,0.00007750785,0.000008870002,0.00001010075,0.00004009922,0.0004465961],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.79236,"threshold_uncertainty_score":0.7896665,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2312246470","doi":"10.1061/9780784412367.082","title":"Linking Next-Generation Performance-Based Seismic Design Criteria to Environmental Performance (ATC-86 and ATC-58)","year":2012,"lang":"en","type":"article","venue":"Structures Congress 2012","topic":"Infrastructure Resilience and Vulnerability Analysis","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Golder Associates (Canada)","funders":"Federal Emergency Management Agency","keywords":"Engineering; Environmental impact assessment; Variety (cybernetics); Computer science; Transport engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.02599030364145827,"gpt":0.2307408997386166,"spread":0.2047505960971583,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0002742484,0.0003442866,0.0002949485,0.0001841531,0.0003007,0.0001401914,0.0002008919,0.0001793452,0.0005657098],"category_scores_gemma":[0.00001181491,0.0003127344,0.0000642038,0.0001549006,0.0001131737,0.001156593,0.00005198576,0.0002735779,0.00003732143],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000117784,"about_ca_system_score_gemma":0.00001837611,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000005763831,"about_ca_topic_score_gemma":0.000004012659,"domain_scores_codex":[0.9984162,0.00007636756,0.0003162421,0.0002829733,0.0002898375,0.0006184151],"domain_scores_gemma":[0.9992871,0.00004618835,0.0000551293,0.0003469047,0.0000210564,0.0002436452],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00006105855,0.00001754613,0.0589467,0.0002364867,0.00008260551,0.000001473641,0.0009544769,0.6970654,0.1522796,0.0000340107,0.0009388033,0.08938179],"study_design_scores_gemma":[0.0004278826,0.0001120033,0.0851281,0.00004888909,0.0001001706,0.00002354718,0.00008334596,0.7606663,0.1483981,0.00004448162,0.004304123,0.0006630972],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9786499,0.0009874112,0.01883051,0.00002971499,0.0009754279,0.0002793473,0.00002028046,0.0001064579,0.0001209522],"genre_scores_gemma":[0.9943518,0.0001383688,0.004389524,0.0002193213,0.0007048159,0.00003357532,0.00006565359,0.00004352757,0.00005343307],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.08871869,"threshold_uncertainty_score":0.9999325,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2335630893","doi":"10.1061/9780784412367.105","title":"Wind Loads on Solar Collectors: A Review","year":2012,"lang":"en","type":"review","venue":"Structures Congress 2012","topic":"Solar Energy Systems and Technologies","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":false,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Concordia University","funders":"","keywords":"Environmental science; Wind power; Photovoltaic system; Solar wind; Computer science; Meteorology; Architectural engineering; Engineering; Electrical engineering; Physics; Plasma","retraction":null,"screen_n_in":null,"score":{"opus":0.035139747211586,"gpt":0.2809189702990685,"spread":0.2457792230874825,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001806824,0.0008878426,0.002433938,0.0003037725,0.00009326762,0.00007005616,0.0007244765,0.0008987728,0.0005637801],"category_scores_gemma":[0.00006246438,0.0006406552,0.0005455984,0.000447263,0.00008928315,0.0001664282,0.000113136,0.0008597185,0.0002778011],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000167266,"about_ca_system_score_gemma":0.00005707555,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000009587176,"about_ca_topic_score_gemma":0.000009914628,"domain_scores_codex":[0.997779,0.0001129898,0.000699913,0.0003997528,0.0003244872,0.0006838252],"domain_scores_gemma":[0.9983007,0.0001320621,0.0002483649,0.001122606,0.00004471726,0.0001515848],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"not_applicable","study_design_scores_codex":[8.593262e-7,0.000006480323,0.00000168745,0.06231027,0.0004881217,0.00001597325,0.000007093668,0.00001405524,3.952178e-7,0.001065544,0.04452316,0.8915663],"study_design_scores_gemma":[0.00007603283,0.00002499085,0.000002373441,0.03158312,0.0007475346,0.00006880396,0.000002178763,0.000001842988,0.00001257978,0.00005679074,0.9667608,0.0006629555],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"review","genre_gemma":"review","genre_scores_codex":[0.000001273842,0.9855109,0.000005437706,0.000005202052,0.004392029,0.0008528233,0.0001457121,0.0008597521,0.008226809],"genre_scores_gemma":[0.0001129764,0.9976161,0.00004944146,0.00003461698,0.0006833483,0.0001364677,0.0001111834,0.0001984563,0.001057425],"genre_candidate":"review","genre_consensus":"review","teacher_disagreement_score":0.9222376,"threshold_uncertainty_score":0.9996045,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2335179952","doi":"10.1061/9780784412367.196","title":"In Situ Dynamic Characteristics of Reinforced Concrete Shear Wall Buildings","year":2012,"lang":"en","type":"article","venue":"Structures Congress 2012","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"McGill University","funders":"","keywords":"Shear wall; Reinforced concrete; Salient; Structural engineering; Modal; Vibration; Natural frequency; Damping ratio; Shear (geology); Frequency domain; Computer science; Materials science; Engineering; Acoustics; Composite material","retraction":null,"screen_n_in":null,"score":{"opus":0.009985810939581636,"gpt":0.2735605273908834,"spread":0.2635747164513018,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001526545,0.0002624853,0.0004099507,0.0001949541,0.00003255806,0.00001598794,0.0002799931,0.0002302833,0.0001146925],"category_scores_gemma":[0.00004852834,0.0002532972,0.00005832314,0.0001620812,0.00009603514,0.0005003092,0.00006331566,0.000359572,0.000007544591],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001494909,"about_ca_system_score_gemma":0.00001535441,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00006501249,"about_ca_topic_score_gemma":0.000003855097,"domain_scores_codex":[0.9984944,0.00002977942,0.0005008573,0.0001460386,0.0002130286,0.0006159084],"domain_scores_gemma":[0.9992161,0.00007911855,0.0001230618,0.0003585049,0.00005697743,0.0001662452],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.0004370374,0.00000703219,0.05319802,0.004677019,0.0003052431,0.00005050474,0.006768245,0.0006009206,0.7674351,0.04617305,0.008677729,0.1116701],"study_design_scores_gemma":[0.0009946618,0.000114594,0.7455043,0.0003228785,0.00005087281,0.00007844854,0.00007007999,0.00322649,0.2335636,0.001394619,0.01357804,0.001101467],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9951419,0.000802597,0.00008835566,0.00002546556,0.002848122,0.000273283,0.00002916189,0.0002982788,0.0004928565],"genre_scores_gemma":[0.9956409,0.0001351262,0.003745325,0.00004516317,0.0002360104,0.0000174432,0.00001765718,0.00005658394,0.0001057482],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.6923063,"threshold_uncertainty_score":0.999992,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2319339573","doi":"10.1061/9780784412367.106","title":"Numerical Simulation of Wind Loading on Photovoltaic Panels","year":2012,"lang":"en","type":"article","venue":"Structures Congress 2012","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":12,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University","funders":"","keywords":"Reynolds-averaged Navier–Stokes equations; Mechanics; Turbulence; Boundary layer; Reynolds number; Inlet; Computational fluid dynamics; Photovoltaic system; Planetary boundary layer; Wind speed; Physics; Meteorology; Environmental science; Aerospace engineering; Engineering; Mechanical engineering; Electrical engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.01857332315466735,"gpt":0.2642660304274055,"spread":0.2456927072727382,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00007769123,0.0001361443,0.0001667563,0.00002606626,0.0001005776,0.000008948913,0.0001186082,0.00005882978,0.00260984],"category_scores_gemma":[0.00003879407,0.000103479,0.00005400245,0.0001014086,0.0001499917,0.0002705252,0.00007434932,0.00009662356,0.0001489244],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003582394,"about_ca_system_score_gemma":0.000002245168,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00004479742,"about_ca_topic_score_gemma":0.000001622227,"domain_scores_codex":[0.9990831,0.00003426724,0.0001584599,0.0001522656,0.0002640908,0.0003078191],"domain_scores_gemma":[0.9995493,0.00009375052,0.00009193783,0.0001650378,0.000006573936,0.00009342832],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.0001281109,0.0001614611,0.739371,0.00004626367,0.00008956332,0.00000402307,0.002512592,0.1155027,0.1061089,0.0007401076,0.005198025,0.0301373],"study_design_scores_gemma":[0.0004245705,0.00009652675,0.9133216,0.00002572382,0.00002901354,0.000003712159,0.0001076804,0.002272837,0.06233133,0.0008743209,0.02019716,0.0003155901],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9911984,0.0001470692,0.0001194116,0.00002309951,0.0006682111,0.0001267571,0.000009915676,0.0000246537,0.007682505],"genre_scores_gemma":[0.9991701,0.000003402396,0.0001321448,0.00009568735,0.0001885195,0.000002041075,0.000002977969,0.00001145961,0.0003936305],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1739506,"threshold_uncertainty_score":0.9983019,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2325496662","doi":"10.1061/9780784412367.146","title":"Seismic Behavior of Steel HSS X-Bracing of the Conventional Construction Category","year":2012,"lang":"en","type":"article","venue":"Structures Congress 2012","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Bracing; Brace; Structural engineering; Quasistatic process; Brittleness; Compression (physics); Connection (principal bundle); Intersection (aeronautics); Engineering; Quasistatic loading; Braced frame; Tension (geology); Computer science; Materials science; Mechanical engineering; Frame (networking); Composite material","retraction":null,"screen_n_in":null,"score":{"opus":0.0100292147433996,"gpt":0.2264378472788167,"spread":0.2164086325354171,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000109002,0.0002015748,0.0003108234,0.0001257587,0.00007306364,0.00001347938,0.0002723257,0.0001347439,0.0004566611],"category_scores_gemma":[0.0000287403,0.0001538987,0.0002050999,0.0002257739,0.0003122078,0.00028496,0.00006948927,0.0002368497,0.000004640108],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00005077616,"about_ca_system_score_gemma":0.00002238785,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001447989,"about_ca_topic_score_gemma":0.00002197607,"domain_scores_codex":[0.998758,0.00005665172,0.0004148586,0.0001336739,0.0003285085,0.0003082781],"domain_scores_gemma":[0.9991549,0.00005570684,0.0002103844,0.0003929598,0.0001063258,0.00007971653],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.00002737341,0.00002269221,0.4789128,0.0003806977,0.0005366103,9.005398e-7,0.0005430364,0.01379276,0.4855933,0.01287446,0.0006603481,0.006655023],"study_design_scores_gemma":[0.0003288885,0.000009289561,0.5371697,0.00003632452,0.0002872355,0.00006042056,0.0001712557,0.0009631763,0.4596971,0.000795627,0.0002672515,0.0002137921],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9951118,0.0009467584,0.0001364905,0.000007534738,0.002918001,0.0001572922,0.0000729587,0.00006525344,0.0005839044],"genre_scores_gemma":[0.9990787,0.000009754449,0.0005375532,0.00000683853,0.0001603672,0.0000104443,0.00001548978,0.00002904008,0.0001518037],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.05825684,"threshold_uncertainty_score":0.6275806,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2324307009","doi":"10.1061/9780784412367.160","title":"Databank of Concentric Punching Shear Tests of Two-Way Concrete Slabs without Shear Reinforcement at Interior Supports","year":2012,"lang":"en","type":"article","venue":"Structures Congress 2012","topic":"Concrete Properties and Behavior","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Stantec (Canada)","funders":"","keywords":"Punching; Computer science; Reinforcement; Structural engineering; Test (biology); Shear (geology); Unavailability; Concentric; Engineering; Engineering drawing; Mechanical engineering; Geology; Reliability engineering; Mathematics","retraction":null,"screen_n_in":null,"score":{"opus":0.01582976467068335,"gpt":0.257070890903649,"spread":0.2412411262329657,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0002157528,0.0003491446,0.0005860134,0.0001028122,0.00006550763,0.00002594379,0.000313427,0.0001195613,0.002494415],"category_scores_gemma":[0.00004064176,0.0002851915,0.0001283744,0.0001327794,0.0002219204,0.0004061529,0.0002887492,0.0002322859,0.00001699494],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001044169,"about_ca_system_score_gemma":0.00002732872,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001715761,"about_ca_topic_score_gemma":0.00001627525,"domain_scores_codex":[0.9980177,0.00004492037,0.0006839074,0.0002224383,0.0003783797,0.0006525979],"domain_scores_gemma":[0.9987966,0.00005896348,0.0002166487,0.0005902544,0.0001076314,0.0002298593],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0002353117,0.000005101761,0.202748,0.0009391703,0.000334136,0.00001480522,0.00245065,0.00115726,0.7699273,0.0009913427,0.002521699,0.0186753],"study_design_scores_gemma":[0.003150132,0.0002986283,0.04500597,0.0004688463,0.0004662895,0.0001525014,0.0003065766,0.003948921,0.9065458,0.00002467502,0.03839209,0.001239598],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9924319,0.003484065,0.0001025824,0.000008242698,0.002017906,0.0004300815,0.0001572114,0.0001001532,0.001267899],"genre_scores_gemma":[0.9983629,0.00005983941,0.0007610192,0.00002556716,0.0002128474,0.00001707821,0.00007073232,0.00006306756,0.0004269694],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.157742,"threshold_uncertainty_score":0.99996,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2329221193","doi":"10.1061/9780784412367.147","title":"Condition Assessment of an In-Service Pendulum Tuned Mass Damper","year":2012,"lang":"en","type":"article","venue":"Structures Congress 2012","topic":"Vibration Control and Rheological Fluids","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Rowan Williams Davies & Irwin (Canada); University of Waterloo","funders":"","keywords":"Tuned mass damper; Parametric statistics; Structural engineering; Slosh dynamics; Modal analysis; Modal; Boundary value problem; Engineering; Pendulum; Damper; Control theory (sociology); Computer science; Finite element method; Mathematics; Mathematical analysis; Materials science; Mechanical engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.01124715418769093,"gpt":0.2694061849561163,"spread":0.2581590307684254,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0001269317,0.0001453408,0.0002195122,0.00008013831,0.00002948884,0.00001767087,0.0001444724,0.0001373041,0.00159189],"category_scores_gemma":[0.00001066006,0.0001168204,0.00003537872,0.0001157605,0.00003750503,0.0006153461,0.00002042667,0.0001620537,0.0000094282],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002743588,"about_ca_system_score_gemma":0.00001137347,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001852345,"about_ca_topic_score_gemma":0.00005351066,"domain_scores_codex":[0.9991195,0.00006330053,0.0002578497,0.0001105683,0.0001623647,0.0002864514],"domain_scores_gemma":[0.9995572,0.00004078015,0.00003869952,0.000197835,0.00005175687,0.0001137035],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.00005136476,0.0001084731,0.08204772,0.0002783521,0.0001403366,0.000007959919,0.0004859341,0.02079166,0.7762649,0.1133088,0.0009727197,0.005541774],"study_design_scores_gemma":[0.001437586,0.00007562196,0.9302117,0.000025511,0.00003299987,0.000009137004,0.0001443458,0.03799452,0.02328535,0.004106399,0.002278801,0.0003980943],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9868752,0.0005887083,0.00384115,0.00007431862,0.001877706,0.0002271006,0.00005761474,0.0001296878,0.006328494],"genre_scores_gemma":[0.9978052,0.00001362,0.001703192,0.0001101,0.000195543,0.00001809742,0.00008868675,0.00001678175,0.00004874905],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.8481639,"threshold_uncertainty_score":0.9993208,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2331410603","doi":"10.1061/9780784412367.189","title":"Dynamic Behaviour and Performance Evaluation of Tuned Liquid Dampers (TLDs) Using Real-Time Hybrid Simulation","year":2012,"lang":"en","type":"article","venue":"Structures Congress 2012","topic":"Hydraulic and Pneumatic Systems","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"","keywords":"Thermoluminescent dosimeter; Computer science; Damper; Simulation; MATLAB; Dynamic simulation; Automotive engineering; Structural engineering; Engineering; Physics","retraction":null,"screen_n_in":null,"score":{"opus":0.02024586898515439,"gpt":0.2811181794706238,"spread":0.2608723104854694,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00040694,0.0001597336,0.0002218079,0.00008481,0.00005571421,0.00001443259,0.00007339202,0.00008102806,0.0002351744],"category_scores_gemma":[0.0000220186,0.0001493838,0.00003120637,0.00005940444,0.00004707996,0.0004151245,0.00001987204,0.00007301685,0.000007721398],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00007385432,"about_ca_system_score_gemma":0.00001800869,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002949695,"about_ca_topic_score_gemma":0.00000250739,"domain_scores_codex":[0.9989641,0.00007364423,0.0002870162,0.0001068018,0.0003272381,0.0002412433],"domain_scores_gemma":[0.9994624,0.00005136811,0.0001012597,0.0002058736,0.00009353186,0.00008561429],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00005038465,0.00001242352,0.02022752,0.0002914806,0.00008963756,4.46112e-7,0.001605745,0.8704655,0.09724081,0.00002909777,0.00005610748,0.009930855],"study_design_scores_gemma":[0.0003428904,0.00003029823,0.05348123,0.00006574309,0.0001176434,0.00001664099,0.00005196722,0.9393469,0.006334539,0.00001291095,0.0000222943,0.0001769421],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.99691,0.0009367228,0.0004452505,0.000001561357,0.0007640847,0.0002771666,0.00002097739,0.00006822824,0.0005760416],"genre_scores_gemma":[0.9994749,0.00003387928,0.0003163238,0.000002260328,0.00007691062,0.00000716555,0.00003179573,0.00003102612,0.00002567732],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.09090626,"threshold_uncertainty_score":0.6091693,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2074552643","doi":"10.1061/9780784412367.097","title":"Performance of Retrofitted Unreinforced Masonry Buildings during the Christchurch Earthquake Sequence","year":2012,"lang":"en","type":"article","venue":"Structures Congress 2012","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"University of British Columbia","funders":"Natural Hazards Research Platform; University of Auckland; National Science Foundation","keywords":"Unreinforced masonry building; Masonry; Ground motion; Forensic engineering; Engineering; Civil engineering; Structural engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.009743379056831983,"gpt":0.2213677804570627,"spread":0.2116244014002307,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001674983,0.0002242151,0.0002626865,0.0001167286,0.0001483809,0.00002560086,0.0003637405,0.0001070845,0.0003626582],"category_scores_gemma":[0.00001474685,0.0001594506,0.0001044333,0.0003267594,0.0001498552,0.0006476286,0.00005995217,0.0002866143,0.00002538614],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00004182057,"about_ca_system_score_gemma":0.00001248689,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002398546,"about_ca_topic_score_gemma":0.000002382257,"domain_scores_codex":[0.9987143,0.00001826644,0.000315108,0.0001256693,0.0002830771,0.0005436251],"domain_scores_gemma":[0.9992799,0.00003465738,0.00009743414,0.0004323201,0.00005601034,0.00009966209],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.0001797381,0.00001720765,0.5031826,0.00140538,0.0008353883,0.000006586887,0.003355942,0.09057278,0.3641113,0.001395098,0.003452152,0.0314859],"study_design_scores_gemma":[0.0008090024,0.00005786702,0.6888204,0.0001455153,0.0001589007,0.00008346124,0.0003557385,0.06130295,0.2346123,0.00003545307,0.01284505,0.0007733545],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9965065,0.001287728,0.00004189188,0.00001952553,0.0006469607,0.0001032985,0.00001787173,0.0001285062,0.001247781],"genre_scores_gemma":[0.9985427,0.0003340845,0.0001467344,0.00004609073,0.0003015773,0.00001121471,0.00001233886,0.0000305211,0.0005747437],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1856378,"threshold_uncertainty_score":0.6502205,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2323749036","doi":"10.1061/9780784412367.072","title":"Interference and Influence of Nearby Buildings: A Discussion of the Design Approach","year":2012,"lang":"en","type":"article","venue":"Structures Congress 2012","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":5,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Aeroelasticity; Aerodynamics; Context (archaeology); Wind tunnel; Wind engineering; Interference (communication); Computer science; Terrain; Building code; Architectural engineering; Engineering; Structural engineering; Aerospace engineering; Telecommunications; Geology","retraction":null,"screen_n_in":null,"score":{"opus":0.01286266450648391,"gpt":0.2266798158655036,"spread":0.2138171513590197,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001280711,0.0001044576,0.0001424371,0.00001319128,0.00008091354,0.000007455779,0.000234843,0.00004059659,0.00008582095],"category_scores_gemma":[0.00005317511,0.00004678933,0.00003060659,0.0000980539,0.0006372508,0.0002789027,0.0004061123,0.00008410317,0.000001672314],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000009879473,"about_ca_system_score_gemma":0.000003590272,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00004834019,"about_ca_topic_score_gemma":0.000002958141,"domain_scores_codex":[0.9993182,0.00005959001,0.0001443717,0.0001226719,0.0001698605,0.0001852517],"domain_scores_gemma":[0.9996006,0.00003587972,0.0001199036,0.00018522,0.000008721758,0.00004971379],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.00005261355,0.0000593973,0.8430926,0.00008241793,0.0000349857,1.586254e-7,0.004532624,0.001842745,0.1294537,0.001553768,0.001582183,0.01771279],"study_design_scores_gemma":[0.0001666733,0.00003572667,0.9626979,0.000048504,0.00002215558,0.000006183224,0.0002661505,0.00008306129,0.03451742,0.001107303,0.0009281356,0.0001207752],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9979416,0.0003218546,0.0004889574,0.0000570079,0.0001315308,0.000151573,0.000006555687,0.000006229792,0.000894651],"genre_scores_gemma":[0.9978135,0.0000136872,0.00193606,0.00002694526,0.00002243518,0.000004823292,2.48676e-7,0.000005173878,0.00017719],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1196053,"threshold_uncertainty_score":0.2347977,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2088036554","doi":"10.1061/9780784412367.058","title":"Fatigue Testing and Finite Element Analysis of Bridge Welds Retrofitted by Peening under Load","year":2012,"lang":"en","type":"article","venue":"Structures Congress 2012","topic":"Surface Treatment and Residual Stress","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Waterloo","funders":"Canadian Institute of Steel Construction","keywords":"Peening; Structural engineering; Residual stress; Welding; Finite element method; Hammer; Materials science; Stress (linguistics); Bridge (graph theory); Shot peening; Engineering; Metallurgy","retraction":null,"screen_n_in":null,"score":{"opus":0.03043354037591975,"gpt":0.2643583519363019,"spread":0.2339248115603822,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001044335,0.0002315095,0.0003493721,0.0001398067,0.00007454937,0.00003168272,0.0001027262,0.0001125863,0.0002512846],"category_scores_gemma":[0.00004485537,0.0001921986,0.00007042436,0.0004217126,0.00007180306,0.0001974692,0.00004744687,0.0001349529,0.000001731687],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00005136339,"about_ca_system_score_gemma":0.000007720657,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001954716,"about_ca_topic_score_gemma":0.00005889652,"domain_scores_codex":[0.9988739,0.00003433921,0.0002663435,0.0001583509,0.0002664454,0.0004005791],"domain_scores_gemma":[0.9992681,0.0002435452,0.00008908535,0.0002035563,0.0000618506,0.0001338462],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.00001901252,0.00002070103,0.8964292,0.00008815485,0.00260141,0.000002354293,0.0005356674,0.08487076,0.005902363,0.0001436445,0.002612573,0.006774171],"study_design_scores_gemma":[0.0007733421,0.00004561927,0.9485065,0.00004314261,0.001367642,0.000003379202,0.0001596935,0.02231297,0.025668,0.00009190029,0.0005625042,0.0004652693],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9895085,0.007252741,0.001416938,0.00001688488,0.0003658411,0.0001251635,0.0001397759,0.0001137942,0.001060423],"genre_scores_gemma":[0.9988536,0.00006780538,0.0007512536,0.00001300177,0.0000598557,0.000006239694,0.00006781877,0.00002683494,0.0001536166],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.06255779,"threshold_uncertainty_score":0.7837633,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2331235769","doi":"10.1061/9780784412367.200","title":"Ambient Vibration Measurements of Dynamic Properties of School Buildings in Montreal, Quebec","year":2012,"lang":"en","type":"article","venue":"Structures Congress 2012","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"McGill University","funders":"","keywords":"Ambient vibration; Building code; Masonry; Infill; Structural engineering; Shear wall; Vibration; Environmental science; Engineering; Acoustics; Physics","retraction":null,"screen_n_in":null,"score":{"opus":0.03055764937932204,"gpt":0.2773181850490076,"spread":0.2467605356696855,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001555359,0.0001904739,0.0002928102,0.0002085795,0.00002369877,0.00001078156,0.0001979038,0.0001309885,0.0000441306],"category_scores_gemma":[0.00005339166,0.0001637439,0.00004344054,0.00015363,0.00007397109,0.0005027619,0.00004159931,0.0001713083,0.000001721293],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002182296,"about_ca_system_score_gemma":0.00002535598,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004033493,"about_ca_topic_score_gemma":0.00210114,"domain_scores_codex":[0.998716,0.00004364076,0.0004632529,0.0001217303,0.0003012733,0.000354077],"domain_scores_gemma":[0.9993874,0.00001422376,0.0001313428,0.0002708926,0.0000912619,0.0001048129],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.0001192805,0.0000334757,0.1254049,0.001513174,0.0000847705,6.925287e-7,0.001466707,0.001033665,0.8204557,0.0003185364,0.0007296366,0.04883948],"study_design_scores_gemma":[0.0002187063,0.00002117535,0.5518368,0.000191447,0.00001143359,0.00000208836,0.00004247565,0.0003080345,0.4469595,0.0002256797,0.00004250206,0.0001402019],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.995141,0.003003792,0.00006934052,0.00001122331,0.001140579,0.0003699228,0.00001081591,0.0001303849,0.0001229221],"genre_scores_gemma":[0.9976916,0.00004500756,0.002084266,0.000006032022,0.00007567058,0.0000304995,0.000004934163,0.00002997518,0.0000320146],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4264319,"threshold_uncertainty_score":0.6677284,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2124878418","doi":"10.1061/9780784412367.073","title":"1 Dubai—Engineering and Optimizing a Mega-Structure","year":2012,"lang":"en","type":"article","venue":"Structures Congress 2012","topic":"Seismic and Structural Analysis of Tall Buildings","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Rowan Williams Davies & Irwin (Canada)","funders":"","keywords":"Constructability; Key (lock); Intuition; Engineering; Construction engineering; Product design; New product development; Computer science; Systems engineering; Engineering management; Architectural engineering; Product (mathematics); Risk analysis (engineering); Business; Computer security; Marketing","retraction":null,"screen_n_in":null,"score":{"opus":0.005574988107252279,"gpt":0.1932922148447316,"spread":0.1877172267374793,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00006337647,0.0003727048,0.0003578598,0.0001633666,0.0001085332,0.00009573866,0.0002210961,0.0001827766,0.0004319872],"category_scores_gemma":[0.00002415535,0.0003143736,0.00009344349,0.0001629123,0.00007000114,0.0007329283,0.00008554917,0.0003264018,0.000005470939],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00004309131,"about_ca_system_score_gemma":0.000004706793,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001309846,"about_ca_topic_score_gemma":0.000003104422,"domain_scores_codex":[0.998638,0.00001304524,0.0002562788,0.0002171977,0.0002126719,0.000662777],"domain_scores_gemma":[0.9993122,0.00004459465,0.00004847647,0.0002624815,0.00003252364,0.0002997584],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00008235632,0.00002053185,0.01991544,0.0009158127,0.002332505,0.00004402097,0.003779811,0.4045015,0.434946,0.04619425,0.02998235,0.05728545],"study_design_scores_gemma":[0.004745162,0.0001489553,0.1293959,0.0004096634,0.001581653,0.002465137,0.001240344,0.3547961,0.2023255,0.008986915,0.2853099,0.008594731],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9880427,0.0083632,0.0006117185,0.00005202495,0.00174327,0.0001151512,0.00003235826,0.0003847644,0.0006548412],"genre_scores_gemma":[0.9916788,0.00009647178,0.007394027,0.00008520543,0.0005443699,0.000005496555,0.00001928174,0.00005927984,0.0001170777],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2553276,"threshold_uncertainty_score":0.9999309,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2325951476","doi":"10.1061/9780784412367.039","title":"Eaton's Center: Design of a Pedestrian Glass Sky Bridge","year":2012,"lang":"en","type":"article","venue":"Structures Congress 2012","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Queen's University","funders":"","keywords":"Bridge (graph theory); Structural engineering; Finite element method; Span (engineering); Pedestrian; Enhanced Data Rates for GSM Evolution; Stress (linguistics); Engineering; Glass fiber; Computer science; Forensic engineering; Civil engineering; Telecommunications","retraction":null,"screen_n_in":null,"score":{"opus":0.0204176417373888,"gpt":0.2406965111813254,"spread":0.2202788694439366,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009101103,0.0002311333,0.0002918775,0.000152764,0.00004462765,0.00002710035,0.0001916068,0.0001137928,0.0003693405],"category_scores_gemma":[0.00002241588,0.0002044577,0.0001089493,0.0002054366,0.00006810399,0.0003334374,0.00002570672,0.0001524907,0.00001766845],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003879883,"about_ca_system_score_gemma":0.00001103276,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002603913,"about_ca_topic_score_gemma":0.000005500888,"domain_scores_codex":[0.9989564,0.00003633962,0.0002729493,0.0001234394,0.0001953281,0.0004155761],"domain_scores_gemma":[0.9993575,0.00005118212,0.00005944005,0.0002921212,0.000043294,0.0001964522],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"observational","study_design_scores_codex":[0.0001898873,0.00009760892,0.05112587,0.001289172,0.002543546,0.00001935729,0.002533571,0.6614565,0.1016223,0.02414582,0.03538472,0.1195916],"study_design_scores_gemma":[0.005148344,0.0002069913,0.3796626,0.0002055579,0.0007322264,0.0002761761,0.000390614,0.2568801,0.2992649,0.002416585,0.05153138,0.003284539],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6789564,0.006559604,0.3028227,0.00005606927,0.006352915,0.0005062334,0.0001945039,0.0009990386,0.003552497],"genre_scores_gemma":[0.9977767,0.00005233816,0.001751807,0.00001398751,0.0002416135,0.000007440781,0.00002956976,0.00004010786,0.0000864391],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4045765,"threshold_uncertainty_score":0.8337544,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1984766745","doi":"10.1061/9780784412367.059","title":"Fatigue Testing and Finite Element Analysis of Bridge Welds Retrofitted by Ultrasonic Impact Treatment","year":2012,"lang":"en","type":"article","venue":"Structures Congress 2012","topic":"Fatigue and fracture mechanics","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Waterloo","funders":"","keywords":"Bridge (graph theory); Scope (computer science); Welding; Finite element method; Structural engineering; Engineering; Fatigue testing; Test (biology); Computer science; Construction engineering; Mechanical engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.02657413656461181,"gpt":0.2749145644382324,"spread":0.2483404278736206,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001015515,0.0002873018,0.0004415056,0.0002001152,0.00005403931,0.00002709561,0.000104147,0.0001296756,0.0002707912],"category_scores_gemma":[0.00006773951,0.0002221781,0.0001302513,0.0004492092,0.00003771591,0.0002050977,0.00002023888,0.000132513,0.000001611147],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00009093083,"about_ca_system_score_gemma":0.00001110501,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0002128691,"about_ca_topic_score_gemma":0.00004369072,"domain_scores_codex":[0.9988782,0.00003505105,0.0003001858,0.0001638764,0.0001750474,0.0004476184],"domain_scores_gemma":[0.999134,0.0002360456,0.0001090782,0.0002981192,0.00004621428,0.0001765149],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.00006795131,0.0001170896,0.7647528,0.0002336037,0.01075875,0.000006885629,0.002245409,0.07531164,0.0616185,0.0006259333,0.0076823,0.07657912],"study_design_scores_gemma":[0.001354268,0.0004270179,0.8052394,0.00005295445,0.003097101,0.00001394431,0.00009226275,0.1089798,0.07753603,0.0002216885,0.002082602,0.0009028668],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9867626,0.006135706,0.005455272,0.00001168992,0.0004673616,0.0002162674,0.0005087315,0.0001107325,0.0003316315],"genre_scores_gemma":[0.9988441,0.0001680278,0.0006552064,0.00001641314,0.00008130339,0.00001034609,0.0001598693,0.00003176181,0.00003291786],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.07567625,"threshold_uncertainty_score":0.9060161,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2082707856","doi":"10.1061/9780784412367.069","title":"Congress Street Bascule Bridge Reconstruction","year":2012,"lang":"en","type":"article","venue":"Structures Congress 2012","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"SNC-Lavalin (Canada)","funders":"","keywords":"Jacking; Demolition; Bridge (graph theory); Engineering; Work (physics); Truss; Truss bridge; Civil engineering; Construction engineering; Mechanical engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.01290539481848786,"gpt":0.2306338044157331,"spread":0.2177284095972452,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00009828447,0.0003230546,0.0003147696,0.0001976456,0.0001088285,0.00007027845,0.0002027515,0.0001790067,0.001482933],"category_scores_gemma":[0.00002644552,0.0002953627,0.0001475721,0.0002645271,0.0001112926,0.0008153936,0.00003230556,0.0002711289,0.00006778465],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00007310142,"about_ca_system_score_gemma":0.0000102671,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00003604463,"about_ca_topic_score_gemma":0.00004281842,"domain_scores_codex":[0.99863,0.00003697885,0.0003209081,0.0002001591,0.0002433402,0.0005685791],"domain_scores_gemma":[0.999166,0.00004385898,0.00006096231,0.0003835719,0.00006582771,0.0002797761],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"observational","study_design_scores_codex":[0.00007247504,0.0000495384,0.08921997,0.0006905289,0.00242604,0.00001912332,0.001286934,0.1929312,0.02882799,0.03956673,0.08431602,0.5605934],"study_design_scores_gemma":[0.003371294,0.00009818699,0.6104448,0.000183871,0.0007480652,0.0006229531,0.0009366084,0.1181185,0.1371014,0.002318139,0.1218028,0.00425337],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9558252,0.004075063,0.01574417,0.0000462665,0.0164846,0.0002771235,0.0001328782,0.001488672,0.005926054],"genre_scores_gemma":[0.9976924,0.00008411174,0.001008543,0.00003774291,0.0006991944,0.00001544176,0.00006288088,0.00005769954,0.0003419728],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.55634,"threshold_uncertainty_score":0.9999499,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}