{"meta":{"query_hash":"bc961572c775","filters":{"venue":"Structures Congress 2010"},"cohort_total":25,"direct_labels_cover":0,"predictions_cover":25,"exported":25,"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/bc961572c775","api":"https://metacan.xera.ac/api/v1/cohort?venue=Structures+Congress+2010"},"results":[{"id":"W1973431466","doi":"10.1061/41130(369)45","title":"Distortion-Induced Fatigue Cracking of Bridge Girders—Design Issues","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Girder; Flange; Engineering; Finite element method; Bridge (graph theory); Brittleness; Materials science; Composite material","score_opus":0.02977160956799921,"score_gpt":0.27594538046766787,"score_spread":0.24617377089966866,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1973431466","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":[0.9922889,0.0002580087,0.0016542345,0.00006592658,0.004619834,0.00019126745,0.000030973122,0.00036292855,0.0005279411],"genre_scores_gemma":[0.99645543,0.000016085383,0.002916842,0.000013139682,0.00031645547,0.000009507859,0.000022077655,0.00006172789,0.0001887259],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9985482,0.000038753977,0.00040947425,0.00030393765,0.00034078982,0.00035885107],"domain_scores_gemma":[0.998843,0.00010362202,0.0001361093,0.0006496348,0.00014530952,0.0001222923],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00012099673,0.00031080382,0.000421805,0.000205385,0.000106548854,0.00007668631,0.00043868597,0.0002468293,0.0005770168],"category_scores_gemma":[0.00018592887,0.0002856435,0.00014983717,0.00025009047,0.00013978146,0.00019580542,0.000052121057,0.00061074336,0.000013746592],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0000142498975,0.0000044652083,0.0038546016,0.00007894893,0.00021015014,0.000008634335,0.0003905332,0.0050539444,0.9781044,0.00070130586,0.0026875143,0.008891233],"study_design_scores_gemma":[0.00032203752,0.00002885121,0.1185117,0.000028435477,0.000096338634,0.00001709575,0.000037407957,0.006054849,0.87105346,0.0026697756,0.00072238455,0.00045764222],"about_ca_topic_score_codex":0.0004832915,"about_ca_topic_score_gemma":0.00025927252,"teacher_disagreement_score":0.1146571,"about_ca_system_score_codex":0.000028401075,"about_ca_system_score_gemma":0.00002274706,"threshold_uncertainty_score":0.9999596},"labels":[],"label_agreement":null},{"id":"W1979969975","doi":"10.1061/41130(369)197","title":"Elbow River Cable-Stayed Bridge, Calgary, Canada","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","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":true,"ca_institutions":"BP (Canada)","funders":"","keywords":"Bridge (graph theory); Deck; Pier; Downtown; Limiting; Span (engineering); Engineering; Schedule; Civil engineering; Structural engineering; Computer science; Geography; Mechanical engineering; Archaeology","score_opus":0.0048919945842683145,"score_gpt":0.19167996579518054,"score_spread":0.18678797121091223,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W1979969975","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":[0.94987285,0.0003131146,0.01959053,0.00020746342,0.021961404,0.00028938256,0.00022312318,0.0010347583,0.006507384],"genre_scores_gemma":[0.99752843,0.0000117157415,0.0010004857,0.000101942074,0.00025892697,0.000007592561,0.00006505076,0.00004825333,0.0009775842],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988741,0.0000109666125,0.00023602144,0.00023092021,0.0002754494,0.00037250912],"domain_scores_gemma":[0.9991962,0.000041678813,0.000037395486,0.00043327064,0.00007739241,0.00021406182],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000036197434,0.00027678598,0.00025695632,0.00009874635,0.00010232882,0.000066203844,0.00029185304,0.00015844777,0.001591124],"category_scores_gemma":[0.000040142,0.0002505246,0.000075373704,0.00019657824,0.00010044003,0.00011800549,0.00003061675,0.00057827093,0.000012061223],"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":[0.000028174258,0.0000066535754,0.003645118,0.00017327291,0.0006546395,0.00013465332,0.0003457756,0.64636886,0.0515035,0.004519619,0.2431729,0.049446862],"study_design_scores_gemma":[0.0010460431,0.000021214257,0.19745584,0.000016300315,0.00013099,0.00010836078,0.00004080049,0.61951596,0.04331646,0.0011526892,0.13580401,0.0013913056],"about_ca_topic_score_codex":0.1682478,"about_ca_topic_score_gemma":0.5558891,"teacher_disagreement_score":0.38764134,"about_ca_system_score_codex":0.000056874895,"about_ca_system_score_gemma":0.00009442009,"threshold_uncertainty_score":0.9999947},"labels":[],"label_agreement":null},{"id":"W2017002155","doi":"10.1061/41130(369)18","title":"Vibration Testing of Cantilevered Steel Pole with Partial Concrete Filling","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Structural Engineering and Vibration 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":"Queen's University","funders":"Embry-Riddle Aeronautical University","keywords":"Structural engineering; Vibration; Natural frequency; Finite element method; Modal; Cantilever; Modal analysis; Composite number; Work (physics); Engineering; Materials science; Acoustics; Composite material; Mechanical engineering; Physics","score_opus":0.009640871616238318,"score_gpt":0.20819267740726943,"score_spread":0.19855180579103113,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2017002155","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":[0.98727864,0.00004180089,0.010070555,0.000018275488,0.0013894304,0.00010567103,0.000049292885,0.0002647343,0.00078161166],"genre_scores_gemma":[0.98817664,0.0000020629486,0.0115225315,0.000012591936,0.00015970343,0.000005554685,0.000027194927,0.00003311853,0.000060609997],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99917,0.000010651378,0.0002510809,0.00016701933,0.00018830497,0.00021294692],"domain_scores_gemma":[0.99939114,0.00006859385,0.00007966644,0.00026433732,0.00010964474,0.00008661628],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000046566616,0.00018893248,0.00023593137,0.000107689135,0.00006610872,0.000048978018,0.00014358983,0.00011798439,0.00025456655],"category_scores_gemma":[0.00006557846,0.0001546016,0.000046209247,0.00023124447,0.00010361431,0.00015853537,0.000014673068,0.0003065702,0.0000024298872],"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":[0.000019892228,6.867847e-7,0.0017955139,0.00007503189,0.00012536022,0.0000043263813,0.00015029524,0.20705102,0.7832091,0.0016311349,0.00021646169,0.0057211793],"study_design_scores_gemma":[0.00048987614,0.000042655614,0.014034843,0.000030015739,0.000066975794,0.000025543033,0.000074017415,0.5000456,0.48408052,0.0001203841,0.0006529114,0.00033665093],"about_ca_topic_score_codex":0.000112682734,"about_ca_topic_score_gemma":0.00010944229,"teacher_disagreement_score":0.29912856,"about_ca_system_score_codex":0.0000094625975,"about_ca_system_score_gemma":0.000027486662,"threshold_uncertainty_score":0.63044703},"labels":[],"label_agreement":null},{"id":"W2024293399","doi":"10.1061/41130(369)102","title":"Wind-Induced Loads on the Foundation of a Low-Rise Building: Full-Scale and Wind Tunnel Experimentation","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Wind and Air Flow Studies","field":"Environmental Science","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":"Concordia University","funders":"","keywords":"Wind tunnel; Foundation (evidence); Wind engineering; Terrain; Hypersonic wind tunnel; Wind gradient; Structural engineering; Marine engineering; Wind speed; Envelope (radar); Full scale; Wind direction; Planetary boundary layer; Meteorology; Range (aeronautics); Boundary layer; Finite element method; Engineering; Aerospace engineering; Geography","score_opus":0.011366177563836698,"score_gpt":0.25196633094906806,"score_spread":0.24060015338523136,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2024293399","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":[0.99612147,0.000017325907,0.0000050711824,0.0004764627,0.0009775172,0.0002346687,0.000007392398,0.000018023506,0.0021420766],"genre_scores_gemma":[0.9992679,0.000004804093,0.00025249764,0.00011862683,0.00012398614,0.00000678495,0.0000032949486,0.00001210926,0.00021002236],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9990578,0.000035518806,0.00017549348,0.00027300874,0.00027334105,0.00018481162],"domain_scores_gemma":[0.9994564,0.00008003214,0.00012568665,0.00026385995,0.000015192227,0.000058852132],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0001204058,0.00016143867,0.00014706487,0.000030233165,0.00024909925,0.00005081677,0.00018887654,0.000086855005,0.0010749382],"category_scores_gemma":[0.000047432488,0.000106036634,0.00003993732,0.00008755435,0.0004149923,0.0001601291,0.00012882681,0.0002175266,0.000023142662],"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":[0.000042589458,0.000022061971,0.010528948,0.000006777739,0.0000143805155,9.382668e-7,0.001086924,0.00004685473,0.9826344,0.000555034,0.0009263171,0.0041347328],"study_design_scores_gemma":[0.00078520854,0.00020815102,0.51696324,0.000027893739,0.00002665736,0.0000085669535,0.0010212113,0.00026068953,0.47625303,0.0025847964,0.0015566353,0.00030393776],"about_ca_topic_score_codex":0.000112008864,"about_ca_topic_score_gemma":0.00026044817,"teacher_disagreement_score":0.50643426,"about_ca_system_score_codex":0.000016593454,"about_ca_system_score_gemma":0.000007181097,"threshold_uncertainty_score":0.99983823},"labels":[],"label_agreement":null},{"id":"W2083675842","doi":"10.1061/41130(369)279","title":"Tuned Sloshing Damper for Wind-Induced Motion Control of a Tall Residential Tower","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Wind and Air Flow Studies","field":"Environmental Science","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 Guelph; Rowan Williams Davies & Irwin (Canada)","funders":"","keywords":"Tower; Stiffness; Damper; Structural engineering; Schematic; Tuned mass damper; Slosh dynamics; Wind tunnel; Engineering; Sizing; Acceleration; Environmental science; Aerospace engineering; Physics; Electrical engineering","score_opus":0.008721325553136218,"score_gpt":0.2357770474338662,"score_spread":0.22705572188073,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2083675842","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":[0.9946013,0.000019222669,0.00042149643,0.00039242633,0.0029221284,0.00042318055,0.00006074933,0.000033257515,0.0011262522],"genre_scores_gemma":[0.998112,0.0000011264794,0.0007284417,0.00012388383,0.00032332746,0.000015879312,0.000008995617,0.00001883859,0.0006674883],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9987972,0.000025726038,0.00025791992,0.00032559645,0.00028677224,0.00030683485],"domain_scores_gemma":[0.9993506,0.00008511139,0.00015621638,0.00029384985,0.000034357476,0.00007986195],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00017004726,0.00018314601,0.00025187925,0.000038112245,0.00019226277,0.000042531243,0.00028799853,0.0001547473,0.0017250297],"category_scores_gemma":[0.00018061815,0.00014613963,0.00011999961,0.00006822279,0.00024059143,0.00023393339,0.00011927785,0.00024396152,0.0000142315],"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":[0.000107777014,0.000022628958,0.01277658,0.000013577058,0.00004943506,0.0000025087604,0.00033027594,0.00007348233,0.97785455,0.0005019281,0.0040886095,0.004178638],"study_design_scores_gemma":[0.00545663,0.00031610832,0.58014894,0.000037223836,0.00019604656,0.000019368026,0.00024390224,0.0010909402,0.38787878,0.012438686,0.011343306,0.0008301039],"about_ca_topic_score_codex":0.0002539903,"about_ca_topic_score_gemma":0.00057131617,"teacher_disagreement_score":0.5899758,"about_ca_system_score_codex":0.000016326503,"about_ca_system_score_gemma":0.000010795944,"threshold_uncertainty_score":0.9991875},"labels":[],"label_agreement":null},{"id":"W2087120083","doi":"10.1061/41131(370)22","title":"A Review of Benchmark Study on Response Control of Seismically-Excited Highway Bridges","year":2010,"lang":"en","type":"review","venue":"Structures Congress 2010","topic":"Seismic Performance and 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":"Benchmark (surveying); Bridge (graph theory); Computer science; MATLAB; Control (management); Sample (material); Artificial intelligence; Geology; Physics","score_opus":0.0158148720942696,"score_gpt":0.2885946400207503,"score_spread":0.27277976792648073,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2087120083","genre_codex":"review","genre_gemma":"review","domain_codex":null,"domain_gemma":null,"model_version":"codex-gemma-dda1882f352a","genre_candidate":"review","genre_consensus":"review","domain_candidate":null,"domain_consensus":null,"prediction_status":"machine_predicted_unvalidated","genre_scores_codex":[0.0023948553,0.99422425,0.000032344036,0.000019041168,0.0013129362,0.0011870274,0.00061973365,0.00009472189,0.000115103554],"genre_scores_gemma":[0.010991461,0.98823136,0.000028311271,0.00015318229,0.00017292186,0.00008732913,0.00013141439,0.000092578375,0.00011141277],"study_design_codex":"design_other","study_design_gemma":"not_applicable","domain_scores_codex":[0.9968959,0.00034200403,0.0014703041,0.00044237156,0.00048081455,0.00036859166],"domain_scores_gemma":[0.9971494,0.0005465772,0.00068623206,0.0012786752,0.00021288602,0.0001261935],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00065822667,0.0007166467,0.0036487363,0.0005479888,0.000044159617,0.000021441268,0.00084823085,0.0004959494,0.00029266826],"category_scores_gemma":[0.0003029182,0.0005254577,0.0008260028,0.00054360006,0.00017389031,0.00007555707,0.0000632223,0.0011576659,0.000016141243],"study_design_candidate":"not_applicable","study_design_consensus":null,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018925311,0.0001299404,0.000056859437,0.14107524,0.0024165288,0.00003701104,0.00009894938,0.0001874186,0.00016914569,0.00004679077,0.011560573,0.8440323],"study_design_scores_gemma":[0.0006710017,0.00023827968,0.00033526742,0.051242642,0.0026131358,0.000020198017,0.000017062428,0.00032357778,0.000064246815,0.000013952147,0.9438603,0.0006003273],"about_ca_topic_score_codex":0.000025313204,"about_ca_topic_score_gemma":0.0000052986015,"teacher_disagreement_score":0.93229973,"about_ca_system_score_codex":0.000046942463,"about_ca_system_score_gemma":0.00013817684,"threshold_uncertainty_score":0.9997197},"labels":[],"label_agreement":null},{"id":"W2312587317","doi":"10.1061/41130(369)210","title":"The Influence of Isolator Hysteresis on Equipment Performance in Seismic Isolated Buildings","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of British Columbia","funders":"","keywords":"Isolator; Isolation (microbiology); Structural engineering; Displacement (psychology); Seismic isolation; Stiffening; Engineering; Stiffness; Hysteresis; Computer science; Physics; Electronic engineering","score_opus":0.00426856725948384,"score_gpt":0.2072705062605454,"score_spread":0.20300193900106156,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2312587317","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":[0.9985399,0.0000937679,0.000016198392,0.000058151785,0.00084562594,0.00011373994,0.000007736814,0.00006171327,0.00026311868],"genre_scores_gemma":[0.99946415,0.00017235959,0.000059762406,0.000088334324,0.00005667515,0.000013504072,0.0000030614667,0.000022616015,0.00011953041],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989256,0.000011705608,0.00034770952,0.00017465836,0.00020464574,0.00033567002],"domain_scores_gemma":[0.99930304,0.00006693702,0.00008442914,0.0004361539,0.000053154836,0.000056266672],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00013592282,0.00020005372,0.00022848482,0.00015875464,0.00010261388,0.00004292636,0.0004365163,0.00013146241,0.0000394516],"category_scores_gemma":[0.000025112618,0.00014003555,0.00006179433,0.0002602854,0.00012786355,0.00018495863,0.000045164103,0.00053426804,0.000015718631],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00019216754,0.000027632914,0.058680147,0.0002640585,0.00024167496,0.00000936543,0.00087813847,0.5160107,0.3735693,0.0007438227,0.0011537811,0.048229218],"study_design_scores_gemma":[0.0011118758,0.00018131446,0.39706913,0.00022085167,0.00005577322,0.000017816126,0.0001278103,0.4720989,0.11387221,0.0005535034,0.013984646,0.0007061862],"about_ca_topic_score_codex":0.000057818317,"about_ca_topic_score_gemma":0.00008424131,"teacher_disagreement_score":0.33838898,"about_ca_system_score_codex":0.000025088351,"about_ca_system_score_gemma":0.000019848643,"threshold_uncertainty_score":0.57104844},"labels":[],"label_agreement":null},{"id":"W2313389608","doi":"10.1061/41130(369)275","title":"New Songdo International City Block D24, an Iconic and Efficient Twisted Tall Building Structure","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Seismic and Structural Analysis of Tall Buildings","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":"Arup Group (Canada)","funders":"","keywords":"Block (permutation group theory); Computer science; Computer graphics (images); Architectural engineering; Engineering; Geometry; Mathematics","score_opus":0.005801623209996825,"score_gpt":0.22483779773578885,"score_spread":0.21903617452579202,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2313389608","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":[0.99260205,0.00020366753,0.00040430666,0.00018984478,0.0057358467,0.00015577266,0.00007958999,0.0003103696,0.00031855755],"genre_scores_gemma":[0.99136376,0.0000142225845,0.007368035,0.000108793014,0.00074025587,0.0000024453836,0.00005283698,0.00004981176,0.00029985633],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99826545,0.000017757893,0.00036036465,0.0005161237,0.00038555497,0.00045477538],"domain_scores_gemma":[0.99890363,0.00004315444,0.000109610664,0.00045964518,0.000107783555,0.00037617685],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00007741807,0.0004249932,0.00037162355,0.00021423101,0.00016805786,0.000307581,0.0006746726,0.0003267838,0.0010768771],"category_scores_gemma":[0.0000596387,0.0003635757,0.00011595503,0.000155275,0.00016194562,0.00025439748,0.00015049956,0.00087269244,0.0000032537687],"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":[0.00006925873,0.00001217048,0.0067220004,0.00006330928,0.00059005653,0.000038152582,0.0006011058,0.07960536,0.86156535,0.010656739,0.0049760398,0.035100464],"study_design_scores_gemma":[0.0044481046,0.00015681346,0.19654217,0.00009004809,0.0004973816,0.0012022401,0.00032209652,0.55835634,0.14962143,0.03650035,0.048763663,0.0034993542],"about_ca_topic_score_codex":0.0002535919,"about_ca_topic_score_gemma":0.0003354781,"teacher_disagreement_score":0.7119439,"about_ca_system_score_codex":0.000041531086,"about_ca_system_score_gemma":0.000034446555,"threshold_uncertainty_score":0.9998816},"labels":[],"label_agreement":null},{"id":"W2313901096","doi":"10.1061/41130(369)284","title":"Monitoring of Tall Buildings to Assist the Design of Supplementary Damping Systems","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"McMaster University; Queen's University; Western University","funders":"","keywords":"Vibration; Structural system; Damping ratio; Computer science; Structural engineering; Vibration control; Engineering; Acoustics; Physics","score_opus":0.023154680289179552,"score_gpt":0.2919683163286682,"score_spread":0.26881363603948866,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2313901096","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":[0.9858745,0.0002361733,0.0017868953,0.00004633027,0.011055423,0.0006855187,0.00008770734,0.00018443521,0.000043043503],"genre_scores_gemma":[0.9701207,0.000022291002,0.029186953,0.0000070401834,0.0005386603,0.0000544976,0.0000037690559,0.000050351886,0.00001571287],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9985201,0.00004506841,0.00051607605,0.00020570993,0.00034321038,0.00036983442],"domain_scores_gemma":[0.99875796,0.00023336301,0.0001528843,0.0006012216,0.00013889027,0.000115695104],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030031797,0.00024393384,0.000341968,0.00015434537,0.00009597968,0.000041027255,0.00068303366,0.00015709277,0.000046318233],"category_scores_gemma":[0.00007940637,0.00018389734,0.000059856724,0.00019628734,0.00012066632,0.000088167275,0.000114381604,0.0005030877,8.163233e-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":[0.000065299464,0.000006888804,0.044400647,0.00087501825,0.00015342927,0.0000058267938,0.0009517286,0.017576436,0.91048455,0.0026010044,0.0036167705,0.019262388],"study_design_scores_gemma":[0.00027676742,0.00011058865,0.122835964,0.00029678666,0.00004542085,0.00003068349,0.00027832616,0.0015848702,0.87044376,0.0011176792,0.0025954903,0.00038369012],"about_ca_topic_score_codex":0.00062158564,"about_ca_topic_score_gemma":0.000016454487,"teacher_disagreement_score":0.07843532,"about_ca_system_score_codex":0.00004749263,"about_ca_system_score_gemma":0.000027639477,"threshold_uncertainty_score":0.7499116},"labels":[],"label_agreement":null},{"id":"W2314988644","doi":"10.1061/41130(369)177","title":"A Possible Method for Obtaining Fracture Parameters for Crack Propagation in Quasi-Brittle Materials Subject to Compression","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":true,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Brittleness; Compression (physics); Fracture mechanics; Tension (geology); Composite material; Cracking; Fracture (geology); Crack closure; Structural engineering; Crack growth resistance curve; Engineering","score_opus":0.01739242469647542,"score_gpt":0.29268836508693785,"score_spread":0.27529594039046246,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2314988644","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":[0.615812,0.000043567063,0.37966105,0.000077088465,0.0030207771,0.0011643058,0.00010469609,0.00010123675,0.000015257142],"genre_scores_gemma":[0.84705067,0.0000046418836,0.15217696,0.00011066433,0.00018726701,0.0002883079,0.000076586504,0.000064464366,0.00004041262],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99879974,0.000028320252,0.00033567983,0.0003171417,0.00012953317,0.00038961146],"domain_scores_gemma":[0.99925256,0.00018860068,0.00007709058,0.00027388363,0.00010822459,0.000099642835],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00035995455,0.00023287816,0.00033059463,0.00017176109,0.00011486627,0.00013426736,0.00021660056,0.0002620205,0.000028999417],"category_scores_gemma":[0.00019332055,0.00020713349,0.000067414374,0.00008892542,0.000008565367,0.00014217157,0.00003585243,0.0002541623,0.000001518421],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00013515765,0.000010513836,0.000018443881,0.0001696389,0.000022092197,9.976881e-7,0.0004571512,0.06056971,0.92483974,0.0009853917,0.0011577748,0.011633386],"study_design_scores_gemma":[0.0008692194,0.00009058243,0.00012722603,0.00006953002,0.000018148572,0.0000050313697,0.000064754546,0.26885045,0.7175993,0.009437074,0.0025710652,0.00029767558],"about_ca_topic_score_codex":0.000072633615,"about_ca_topic_score_gemma":0.00021647262,"teacher_disagreement_score":0.23123868,"about_ca_system_score_codex":0.00002584417,"about_ca_system_score_gemma":0.000027513288,"threshold_uncertainty_score":0.8446658},"labels":[],"label_agreement":null},{"id":"W2316884320","doi":"10.1061/41130(369)103","title":"Performance of Toe-Nail Connections under Realistic Wind Loading","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Tree Root and Stability Studies","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":true,"ca_institutions":"Western University","funders":"","keywords":"Nail (fastener); Structural engineering; Wind engineering; Reduction (mathematics); Actuator; Frame (networking); Environmental science; Engineering; Mathematics; Mechanical engineering","score_opus":0.012006587082342004,"score_gpt":0.22731882958235536,"score_spread":0.21531224250001335,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2316884320","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":[0.9925626,0.00012929556,0.000042891697,0.000051395382,0.003838304,0.00010555181,0.000046760557,0.00014415289,0.0030790425],"genre_scores_gemma":[0.9994331,0.000015047757,0.0001601151,0.0000058625014,0.00015533065,0.000004944547,0.0000078261555,0.000021692895,0.00019607432],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99928164,0.000009372499,0.00020922271,0.000148502,0.00012842214,0.00022282405],"domain_scores_gemma":[0.9994167,0.00009566825,0.000039288097,0.0003097653,0.00007946967,0.000059088015],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000059548187,0.00015972172,0.0002185814,0.000073905714,0.00012098096,0.000020925912,0.00015144433,0.000113448914,0.000219811],"category_scores_gemma":[0.000057523164,0.00014139627,0.000054191423,0.00010848658,0.0001984123,0.0001004519,0.000035631925,0.0003408664,0.000006988043],"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":[0.00024516016,0.000073993266,0.50110686,0.0015483096,0.0009899281,0.0000122393985,0.0031048027,0.06623193,0.331027,0.048961073,0.017444924,0.02925377],"study_design_scores_gemma":[0.00077630416,0.00006985094,0.95802283,0.000035283174,0.00007309425,0.00002305922,0.00021549186,0.007363957,0.026675852,0.0028180298,0.0034789387,0.000447335],"about_ca_topic_score_codex":0.00006391895,"about_ca_topic_score_gemma":0.005034644,"teacher_disagreement_score":0.45691594,"about_ca_system_score_codex":0.000015065146,"about_ca_system_score_gemma":0.0000151939375,"threshold_uncertainty_score":0.5765973},"labels":[],"label_agreement":null},{"id":"W2317879047","doi":"10.1061/41130(369)217","title":"Advancing Performance Based Design through Full-Scale Simulation of Wind, Water, and Structural Interaction","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Wind and Air Flow Studies","field":"Environmental Science","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":"Clemson University; National Oceanic and Atmospheric Administration; National Science Foundation","keywords":"Wind engineering; Landfall; Full scale; Environmental science; Scale (ratio); Hazard; Computer science; Marine engineering; Research program; Wind speed; Civil engineering; Meteorology; Storm; Engineering; Structural engineering; Geography; Cartography","score_opus":0.009612891699952098,"score_gpt":0.24677759510264932,"score_spread":0.2371647034026972,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2317879047","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":[0.9970204,0.000013916149,0.0012193039,0.00007402277,0.0012275873,0.00016283014,0.000006130601,0.000024544433,0.0002512345],"genre_scores_gemma":[0.99396724,0.0000044861476,0.005796332,0.000049310256,0.000085020474,0.0000026694665,0.000007423607,0.000011442696,0.000076085176],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9991313,0.000028602935,0.00018684522,0.00023632607,0.0001880071,0.00022887302],"domain_scores_gemma":[0.99960047,0.00006958923,0.00008959959,0.00017565227,0.00001891461,0.000045783792],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008991364,0.00015514609,0.00015969503,0.0000250001,0.00020107995,0.000025373294,0.000117430995,0.00008011413,0.0008449305],"category_scores_gemma":[0.000024469688,0.00010547888,0.00003129771,0.00005117919,0.00029039555,0.00047737593,0.00009705627,0.00022283777,0.000008100734],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.00018340853,0.000010247017,0.06162085,0.00004330383,0.000015475269,0.0000014631028,0.0011482202,0.234547,0.68329585,0.000011913855,0.0001685714,0.018953722],"study_design_scores_gemma":[0.001038756,0.00023264969,0.37904304,0.000032538475,0.000037532856,0.000017587308,0.00019168285,0.22607018,0.38935125,0.0013727291,0.0022002778,0.00041179417],"about_ca_topic_score_codex":0.00006182032,"about_ca_topic_score_gemma":0.00014433838,"teacher_disagreement_score":0.31742218,"about_ca_system_score_codex":0.000016766991,"about_ca_system_score_gemma":0.000004678453,"threshold_uncertainty_score":0.92513967},"labels":[],"label_agreement":null},{"id":"W2319009665","doi":"10.1061/41130(369)268","title":"Assessment of Occupant Comfort in Wind-Sensitive Buildings Using a Six-Degree-of-Freedom Motion Simulator","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Guelph; Rowan Williams Davies & Irwin (Canada)","funders":"","keywords":"Tower; Motion (physics); Engineering; Simulation; Motion simulator; Computer science; Architectural engineering; Marine engineering; Structural engineering; Artificial intelligence","score_opus":0.018356216688991338,"score_gpt":0.2828922426045682,"score_spread":0.26453602591557684,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2319009665","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":[0.99762285,0.00001068668,0.00018331615,0.000026756345,0.0011040687,0.00025005385,0.000051633036,0.000014150588,0.0007365063],"genre_scores_gemma":[0.9928477,0.0000028293746,0.006996852,0.00001955271,0.0000732885,0.0000017757621,0.0000047136455,0.0000148138915,0.000038504735],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.99859786,0.000038176662,0.0003741078,0.0003203484,0.0003856901,0.0002837931],"domain_scores_gemma":[0.99924994,0.0000798056,0.00026213346,0.0003055316,0.00003313793,0.000069429916],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00020622318,0.00020291802,0.00037160332,0.00008644052,0.00008754692,0.000014707611,0.0002346913,0.00013554633,0.0002892487],"category_scores_gemma":[0.000065608685,0.00016716644,0.000086457905,0.00018707031,0.0006467253,0.00017646088,0.00027600222,0.0003466147,0.0000018885813],"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":[0.000021592345,0.00004374425,0.66564703,0.000021852004,0.000026171994,0.000009231475,0.00024605583,0.017188815,0.31397972,0.00057075085,0.000065677545,0.002179348],"study_design_scores_gemma":[0.0006551345,0.000056688306,0.9647582,0.000036522855,0.00002669099,0.000008372485,0.00021585167,0.017402772,0.01610568,0.00039704362,0.0001361688,0.0002008638],"about_ca_topic_score_codex":0.0011410136,"about_ca_topic_score_gemma":0.0006146446,"teacher_disagreement_score":0.29911116,"about_ca_system_score_codex":0.00004973243,"about_ca_system_score_gemma":0.000023244322,"threshold_uncertainty_score":0.6816849},"labels":[],"label_agreement":null},{"id":"W2322005196","doi":"10.1061/41131(370)27","title":"Experimental Studies on an Adaptive Tuned Mass Damper with Real-Time Tuning Capability","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Vibration Control and Rheological Fluids","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":"University of Waterloo","funders":"","keywords":"Tuned mass damper; Control theory (sociology); Damper; Accelerometer; Robustness (evolution); Vibration control; Adaptive control; Vibration; Frequency domain; Acceleration; System identification; Pendulum; Engineering; Computer science; Robust control; Control engineering; Control system; Physics; Control (management)","score_opus":0.014310775356735281,"score_gpt":0.2543354225236893,"score_spread":0.240024647166954,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2322005196","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":[0.99414974,0.000098932476,0.00017538073,0.00005195381,0.001799356,0.00024324104,0.000029704299,0.0003816276,0.00307003],"genre_scores_gemma":[0.9966174,0.0000050865697,0.002696766,0.000054512962,0.0002499554,0.000036961883,0.000018285957,0.000032675976,0.00028836448],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9989103,0.000058578717,0.00021459183,0.00032758527,0.00020945496,0.00027947192],"domain_scores_gemma":[0.9992511,0.000094389135,0.00003787022,0.00037938482,0.00009332178,0.00014392535],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00010970243,0.00028084478,0.0003191594,0.000054210377,0.00015459997,0.000052347525,0.00019605379,0.00016833101,0.00063692156],"category_scores_gemma":[0.000049819355,0.000182304,0.00004736421,0.00006966895,0.00031368967,0.00021740411,0.0000295309,0.00042136572,0.000022302578],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.0002175972,0.000018438426,0.00034083743,0.000009272485,0.00011620439,0.0000135602795,0.00066185644,0.0034680306,0.9874414,0.0070006344,0.00033549618,0.00037664516],"study_design_scores_gemma":[0.003205567,0.0023320033,0.02253441,0.000052993495,0.00008057909,0.00003646262,0.002625526,0.07004524,0.8914628,0.005644813,0.00048938085,0.0014902417],"about_ca_topic_score_codex":0.000018499342,"about_ca_topic_score_gemma":0.00006642945,"teacher_disagreement_score":0.09597865,"about_ca_system_score_codex":0.000029465975,"about_ca_system_score_gemma":0.000016534792,"threshold_uncertainty_score":0.7434141},"labels":[],"label_agreement":null},{"id":"W2322537914","doi":"10.1061/41130(369)194","title":"Wind and Snow Loads—An International Perspective","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Rowan Williams Davies & Irwin (Canada)","funders":"","keywords":"Snow; Consistency (knowledge bases); Perspective (graphical); Presentation (obstetrics); Meteorology; Wind tunnel; Wind force; Wind power; Computer science; Engineering; Geography; Aerospace engineering; Artificial intelligence; Electrical engineering","score_opus":0.0068627455666638035,"score_gpt":0.24688501042506517,"score_spread":0.24002226485840136,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2322537914","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":[0.9748352,0.000019472423,0.000004734224,0.00069424364,0.002367599,0.00007649761,0.000022034192,0.000029086536,0.021951126],"genre_scores_gemma":[0.99741596,0.000010862274,0.0006148372,0.00016810311,0.00031232394,0.000002226164,0.0000041956673,0.0000090401845,0.0014624306],"study_design_codex":"observational","study_design_gemma":"observational","domain_scores_codex":[0.9992619,0.000012642738,0.0000801436,0.0002922358,0.00018805973,0.00016498419],"domain_scores_gemma":[0.9996465,0.000024191813,0.00003925081,0.00017933885,0.000017570888,0.00009316763],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00005126268,0.00012192593,0.000093849696,0.00002312182,0.00015514523,0.00006620097,0.00023533766,0.000069412505,0.0040586637],"category_scores_gemma":[0.000066629254,0.000094976145,0.000024602652,0.00003817971,0.00047292127,0.00029396126,0.00019892625,0.000250744,0.00005400005],"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":[0.0000911301,0.0000925697,0.7362686,0.000006181767,0.00013745153,0.000050024908,0.006119202,0.000088229644,0.14348452,0.035383668,0.014977275,0.06330119],"study_design_scores_gemma":[0.00036788674,0.000045153243,0.9574471,0.0000033370807,0.0000105074305,0.0000322803,0.0005958233,0.0001284799,0.0040073865,0.013753994,0.023389516,0.0002185446],"about_ca_topic_score_codex":0.00029148662,"about_ca_topic_score_gemma":0.0006920698,"teacher_disagreement_score":0.22117853,"about_ca_system_score_codex":0.000019348985,"about_ca_system_score_gemma":0.0000047499034,"threshold_uncertainty_score":0.99685174},"labels":[],"label_agreement":null},{"id":"W2325290294","doi":"10.1061/41130(369)124","title":"Seismic Force Demand on Brace Connections of Conventional Construction Braced Steel Frames Designed According to Canadian Seismic Provisions","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":true,"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Brace; Structural engineering; Seismic analysis; Brittleness; Modal; Engineering; Braced frame; Geotechnical engineering; Frame (networking); Mechanical engineering; Materials science","score_opus":0.006928240848696495,"score_gpt":0.22712670048591901,"score_spread":0.2201984596372225,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2325290294","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":[0.988834,0.000036331658,0.0064700735,0.00035049336,0.003051887,0.00034309123,0.00018363554,0.00014277965,0.0005877113],"genre_scores_gemma":[0.99732405,0.000013829984,0.0015210824,0.000349134,0.00019825369,0.00003215041,0.000062460895,0.000043305812,0.00045573275],"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9985947,0.000027630307,0.00038324145,0.00031483689,0.00024417907,0.00043540835],"domain_scores_gemma":[0.9988712,0.00012147109,0.000103843406,0.0004083716,0.00017552901,0.00031955366],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001272255,0.0002808216,0.0003488649,0.0006091766,0.0002976522,0.00008128398,0.00028342355,0.00025547965,0.00038016855],"category_scores_gemma":[0.00011729162,0.00027482508,0.00014247089,0.00039729275,0.00014701604,0.0002562681,0.000029038794,0.0005971131,0.000036411126],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000104076236,0.000029849412,0.019774742,0.0001566838,0.000611481,0.000012333512,0.00057458825,0.6509443,0.28920418,0.007700125,0.010129519,0.020758146],"study_design_scores_gemma":[0.002707081,0.00032815375,0.0514287,0.00030554846,0.0004180463,0.0002486002,0.0021441265,0.6863451,0.22688042,0.007950024,0.019382836,0.0018613717],"about_ca_topic_score_codex":0.0062066675,"about_ca_topic_score_gemma":0.019125449,"teacher_disagreement_score":0.062323757,"about_ca_system_score_codex":0.000078417266,"about_ca_system_score_gemma":0.0001962319,"threshold_uncertainty_score":0.9999704},"labels":[],"label_agreement":null},{"id":"W2326278953","doi":"10.1061/41130(369)118","title":"A Simple Approach for Performance Evaluation of Structures in Fire","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Fire effects on concrete 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":false,"ca_institutions":"National Research Council Canada","funders":"","keywords":"Simple (philosophy); Column (typography); Computer science; Structural engineering; Software; Deformation (meteorology); Fire resistance; Engineering; Materials science; Programming language","score_opus":0.014746603827576175,"score_gpt":0.2583685436580761,"score_spread":0.24362193983049993,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2326278953","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":[0.99605423,0.00013207806,0.00008794599,0.0000033705016,0.0021426536,0.0009019906,0.00009674729,0.000085074134,0.000495933],"genre_scores_gemma":[0.9964793,0.000004613113,0.0030019286,0.000008626452,0.00019651165,0.00013953648,0.0001118159,0.000045003588,0.000012709966],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9988288,0.00004640848,0.00031939137,0.000217751,0.00031007422,0.00027755465],"domain_scores_gemma":[0.99924964,0.0000842509,0.00008372838,0.00037989233,0.0001546511,0.000047817874],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005149852,0.00021151065,0.0003145794,0.000108298525,0.000038193557,0.000038273676,0.00026586244,0.00022351848,0.00031499637],"category_scores_gemma":[0.00019979267,0.00018958731,0.000052953324,0.00010967845,0.00008616979,0.00014836591,0.000029934301,0.00024107043,0.0000012725693],"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":[0.00013399302,0.000010035333,0.0062907934,0.00112538,0.00009144522,8.5465626e-7,0.00041560037,0.06624891,0.83694625,0.0015045152,0.0030822244,0.08414998],"study_design_scores_gemma":[0.0016194436,0.000063480504,0.10560446,0.000014454021,0.00005370709,0.000006692313,0.000022418748,0.5646338,0.3245144,0.002513913,0.0006032618,0.0003500266],"about_ca_topic_score_codex":0.000036028974,"about_ca_topic_score_gemma":0.000054112523,"teacher_disagreement_score":0.5124319,"about_ca_system_score_codex":0.000026947728,"about_ca_system_score_gemma":0.00004009882,"threshold_uncertainty_score":0.7731146},"labels":[],"label_agreement":null},{"id":"W2330191673","doi":"10.1061/41130(369)281","title":"Increasing Efficiency in Tall Buildings by Damping","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Seismic Performance and Analysis","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":"Arup Group (Canada)","funders":"","keywords":"Tower; Damper; Stiffness; Structural engineering; Acceleration; Tuned mass damper; Engineering; Vibration","score_opus":0.0038143365404027974,"score_gpt":0.2107873142566526,"score_spread":0.20697297771624978,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2330191673","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":[0.9966418,0.00024966398,0.00020210596,0.000032418244,0.0013408854,0.00006131191,0.0000119414735,0.0001429374,0.0013169211],"genre_scores_gemma":[0.9989747,0.00003789389,0.00064142904,0.00008500588,0.00013316053,0.0000050544704,0.000017960501,0.000026122641,0.000078698744],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.99909186,0.000010483126,0.0002132847,0.0001933959,0.00014918536,0.00034177327],"domain_scores_gemma":[0.9995875,0.000037874946,0.00003465865,0.00024500297,0.000021636391,0.00007336511],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00014229462,0.00017434363,0.00019713555,0.00018025162,0.000066402245,0.000069407644,0.0002749649,0.00014088608,0.00021324938],"category_scores_gemma":[0.000043817934,0.00016206113,0.000050700502,0.0002478054,0.000073957926,0.00020340388,0.00003770609,0.0005301534,0.0000133553385],"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":[0.000012729293,0.000011330022,0.029670835,0.00005993446,0.000042450414,0.000014100135,0.0003829481,0.0098515665,0.93841016,0.00032506546,0.0043155034,0.016903358],"study_design_scores_gemma":[0.0032403779,0.00006861289,0.08627513,0.00024628252,0.00013371109,0.00025141137,0.00047401208,0.4862947,0.32397613,0.003506852,0.09269478,0.0028380193],"about_ca_topic_score_codex":0.00026163377,"about_ca_topic_score_gemma":0.00013661278,"teacher_disagreement_score":0.61443406,"about_ca_system_score_codex":0.000020433576,"about_ca_system_score_gemma":0.0000116701685,"threshold_uncertainty_score":0.66086614},"labels":[],"label_agreement":null},{"id":"W2330595298","doi":"10.1061/41131(370)25","title":"Key Findings from the Nonlinear Base-Isolated Benchmark","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Structural Health Monitoring Techniques","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":"Benchmark (surveying); Nonlinear system; Key (lock); Computer science; MATLAB; Base (topology); Isolation (microbiology); Scale (ratio); Control (management); Artificial intelligence; Mathematics; Computer security","score_opus":0.010146018237896116,"score_gpt":0.25331812988640084,"score_spread":0.24317211164850472,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2330595298","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":[0.9841524,0.00021469088,0.000050500217,0.00026762113,0.013299698,0.0003201422,0.00019848411,0.0010415027,0.0004549576],"genre_scores_gemma":[0.98693895,0.00004034365,0.0113019785,0.0001481116,0.001303749,0.000024357914,0.000081777274,0.00007610573,0.000084632295],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9985485,0.00003248768,0.00033220655,0.00031229356,0.00028310006,0.0004914085],"domain_scores_gemma":[0.99858063,0.00029705503,0.000057823247,0.00081346947,0.000086848624,0.00016417314],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00012068541,0.00033606545,0.00025987427,0.00007128626,0.00023347679,0.00012237052,0.0007863144,0.0003731362,0.00089497276],"category_scores_gemma":[0.0001250117,0.00023777816,0.00008396444,0.00018642702,0.00017432956,0.0001602833,0.00010371311,0.0014316285,0.000032764852],"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":[0.00028054748,0.00002860585,0.09999584,0.00030759847,0.00056947186,0.0001524719,0.0043162154,0.0006594698,0.46987218,0.0067429272,0.25721985,0.15985484],"study_design_scores_gemma":[0.0010105163,0.000106140484,0.6821348,0.00011946414,0.00009369373,0.00008472053,0.000100036516,0.022655008,0.17883335,0.022564922,0.090889566,0.001407742],"about_ca_topic_score_codex":0.0004713143,"about_ca_topic_score_gemma":0.00032148723,"teacher_disagreement_score":0.582139,"about_ca_system_score_codex":0.000036641897,"about_ca_system_score_gemma":0.00003060213,"threshold_uncertainty_score":0.9799324},"labels":[],"label_agreement":null},{"id":"W2330744228","doi":"10.1061/41130(369)266","title":"The Effects of Incremental Corner Modifications on a 200m Tall Building","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Structural engineering; Wind tunnel; Acceleration; Torsion (gastropod); Bending moment; Geology; Engineering; Physics; Aerospace engineering","score_opus":0.0058301159504323226,"score_gpt":0.22850871737172992,"score_spread":0.2226786014212976,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2330744228","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":[0.9932436,0.0000475421,0.000009630011,0.0002181485,0.0019337615,0.00020738688,0.000012926463,0.0000203508,0.0043067047],"genre_scores_gemma":[0.99849814,0.000015376658,0.000318169,0.00008759478,0.000092065275,0.00002052365,0.0000020483485,0.000009840587,0.0009562329],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99919206,0.00002526119,0.00013839988,0.00019498487,0.00023876208,0.00021054997],"domain_scores_gemma":[0.9993196,0.00020889689,0.00008964255,0.0003181313,0.000010019324,0.00005370495],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008198011,0.00012478486,0.00010726785,0.000017622104,0.00036929108,0.00003108162,0.00032280682,0.000057734018,0.00029033475],"category_scores_gemma":[0.00014394753,0.00007545566,0.00005114789,0.000077350436,0.00056005694,0.000063807725,0.00016237928,0.0002463027,0.000038431623],"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":[0.000028891425,0.000040977662,0.019081319,0.00001601583,0.000042482578,0.000003550189,0.00022345035,0.00010470161,0.9324941,0.009677041,0.024595257,0.013692234],"study_design_scores_gemma":[0.00074687053,0.00016748658,0.66324854,0.00002884121,0.0000391545,0.000008216972,0.00009206682,0.0002903604,0.2976191,0.006931079,0.030494997,0.0003332964],"about_ca_topic_score_codex":0.00011862625,"about_ca_topic_score_gemma":0.00026758446,"teacher_disagreement_score":0.64416724,"about_ca_system_score_codex":0.000015309615,"about_ca_system_score_gemma":0.0000053646118,"threshold_uncertainty_score":0.3178962},"labels":[],"label_agreement":null},{"id":"W2332800612","doi":"10.1061/41130(369)191","title":"Wind Load Provisions and Steel Specifications for Russia","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Wind and Air Flow Studies","field":"Environmental Science","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":"Engineering; State (computer science); Wind engineering; Architectural engineering; Civil engineering; Computer science; Programming language","score_opus":0.01659304629838533,"score_gpt":0.24361409903921769,"score_spread":0.22702105274083234,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2332800612","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":[0.98739725,0.00007849407,0.00004997006,0.0015370814,0.0015173543,0.00048279297,0.000109288805,0.000045273773,0.008782496],"genre_scores_gemma":[0.9903968,0.000012659728,0.004221063,0.00010389298,0.0002139233,0.000022897228,0.000007497621,0.000013398853,0.005007874],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.99919015,0.000008204138,0.00012636413,0.00029149128,0.00016437043,0.0002194035],"domain_scores_gemma":[0.99949485,0.0000718967,0.000054389482,0.00026380067,0.000016000944,0.000099061515],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000070876915,0.0001312843,0.00011961973,0.000017659248,0.00037134488,0.00005821362,0.00018147012,0.00007989572,0.0011030469],"category_scores_gemma":[0.000085558095,0.00009743867,0.00003866952,0.000059069193,0.00044682456,0.00012436116,0.00013449203,0.00018309636,0.000044990866],"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":[0.00008611512,0.00011312057,0.14396985,0.000050556177,0.000089101166,0.0000070929677,0.0019271258,0.000068827285,0.48506817,0.039943013,0.20775875,0.12091829],"study_design_scores_gemma":[0.00046597506,0.000043363478,0.67048365,0.00000473354,0.000021108557,0.000009875075,0.00011192572,0.00011536045,0.0035005703,0.010505058,0.3145108,0.00022756158],"about_ca_topic_score_codex":0.000047210244,"about_ca_topic_score_gemma":0.0004928359,"teacher_disagreement_score":0.5265138,"about_ca_system_score_codex":0.00001314805,"about_ca_system_score_gemma":0.000013630917,"threshold_uncertainty_score":0.9998101},"labels":[],"label_agreement":null},{"id":"W2333636078","doi":"10.1061/41130(369)238","title":"Structural Glass Pavilion","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","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":false,"ca_institutions":"Arup Group (Canada)","funders":"","keywords":"Pavilion; Roof; Materials science; Core (optical fiber); Structural engineering; Composite material; Engineering; Civil engineering","score_opus":0.006507053372801197,"score_gpt":0.21985748009375738,"score_spread":0.2133504267209562,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2333636078","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":[0.98345923,0.0001109261,0.000023394563,0.00007377888,0.013959886,0.00015724401,0.000040156836,0.00056964875,0.0016057367],"genre_scores_gemma":[0.99749386,0.0000075659736,0.0013031025,0.000047543726,0.00079901237,0.000009648082,0.0000552946,0.000057631423,0.0002263384],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.99855834,0.000026357398,0.0003611013,0.00030197698,0.00030959546,0.00044260215],"domain_scores_gemma":[0.9990091,0.000049373626,0.00007343604,0.0006005997,0.00009324909,0.00017428579],"candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.000069660615,0.0003673517,0.00038040202,0.0001630324,0.00013675938,0.00022435501,0.00054551574,0.00024759027,0.0025077937],"category_scores_gemma":[0.000037772104,0.00029533217,0.00013591706,0.0001722019,0.00015985008,0.00026308114,0.000083102976,0.00051855016,0.00007405958],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000019335464,0.0000011999434,0.002092563,0.000040342406,0.00010515449,0.000013991145,0.00005945097,0.0014365584,0.9819237,0.0043802788,0.002701852,0.007225556],"study_design_scores_gemma":[0.0010838932,0.00004995677,0.22631626,0.000020014511,0.00014976265,0.00027717816,0.00003371491,0.01675595,0.7111348,0.028615842,0.014099267,0.0014633891],"about_ca_topic_score_codex":0.000044477987,"about_ca_topic_score_gemma":0.0001721889,"teacher_disagreement_score":0.27078894,"about_ca_system_score_codex":0.000020844036,"about_ca_system_score_gemma":0.000011777996,"threshold_uncertainty_score":0.9999499},"labels":[],"label_agreement":null},{"id":"W2334007339","doi":"10.1061/41130(369)110","title":"Wind Induced Fatigue of Metal Roof Cladding during Severe Tropical Cyclones","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"Western University","funders":"","keywords":"Cladding (metalworking); Structural engineering; Wind speed; Wind engineering; Environmental science; Cyclone (programming language); Roof; Geology; Engineering; Materials science","score_opus":0.01326522974407371,"score_gpt":0.24168282903944258,"score_spread":0.22841759929536887,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2334007339","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":[0.9958398,0.00001965266,0.0000036996987,0.0001294813,0.0015029081,0.00012956947,0.00002236812,0.000035244433,0.002317272],"genre_scores_gemma":[0.99872583,0.0000030491167,0.00056116196,0.000025987983,0.00021049437,0.0000038067496,0.0000028482464,0.000017151544,0.00044967],"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","domain_scores_codex":[0.9987498,0.000029837467,0.00024901022,0.00032473815,0.0003297769,0.0003168246],"domain_scores_gemma":[0.9994189,0.000040925428,0.00012503218,0.00030058852,0.000014314586,0.000100250756],"candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00004596188,0.00020885476,0.00028396407,0.00004220537,0.00020905279,0.00002570024,0.00031965142,0.00015651852,0.0023844866],"category_scores_gemma":[0.00008086955,0.00016118586,0.00009803455,0.00011986783,0.0003619753,0.0001948033,0.0003019551,0.00044146756,0.00002353513],"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":[0.00003184694,0.000018970575,0.2945114,0.000021051743,0.000053377695,0.000013239013,0.0004154894,0.0001236972,0.7007487,0.0003871696,0.00038527622,0.0032898101],"study_design_scores_gemma":[0.00044107903,0.00003181689,0.8705921,0.000010139554,0.000022720162,0.00002623562,0.00009762006,0.000028457216,0.1272837,0.00077418576,0.00048083538,0.00021108518],"about_ca_topic_score_codex":0.00012517955,"about_ca_topic_score_gemma":0.0003635362,"teacher_disagreement_score":0.57608074,"about_ca_system_score_codex":0.000016477388,"about_ca_system_score_gemma":0.000008306143,"threshold_uncertainty_score":0.99852747},"labels":[],"label_agreement":null},{"id":"W2335406383","doi":"10.1061/41130(369)312","title":"Phase and Amplitude Error Indices (PAEI) to Assess the Success of Displacement Based Real-Time Testing","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Hydraulic and Pneumatic Systems","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"University of Alberta","funders":"","keywords":"Computer science; Amplitude; Displacement (psychology); Invariant (physics); Algorithm; Phase (matter); Control theory (sociology); Mathematics; Control (management); Artificial intelligence","score_opus":0.027580719575172358,"score_gpt":0.2960817056311092,"score_spread":0.26850098605593686,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2335406383","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":[0.99560094,0.00003539454,0.0007439154,0.000078102,0.0013131604,0.00042165327,0.00009410401,0.00010155027,0.0016111659],"genre_scores_gemma":[0.99825895,0.0000018379092,0.001409296,0.00003470386,0.00013495257,0.00003735681,0.000014214248,0.000030861636,0.00007785146],"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","domain_scores_codex":[0.9989006,0.000045808145,0.0003400337,0.00019349903,0.00025896452,0.00026111724],"domain_scores_gemma":[0.998803,0.00045541092,0.00011315833,0.0004190574,0.00006979423,0.00013953539],"candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00030265003,0.00020979973,0.0002913452,0.00008150249,0.0001042232,0.00010007404,0.0003428937,0.00010778518,0.00023530592],"category_scores_gemma":[0.00015368196,0.00014154293,0.000033208125,0.00015071586,0.00011697874,0.00008504488,0.00005469727,0.00024090569,0.0000070050796],"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":[0.00008255037,0.000079060184,0.03278692,0.001035952,0.00024881455,0.000017551647,0.0023954902,0.01620315,0.92360467,0.0009194972,0.0042944266,0.01833189],"study_design_scores_gemma":[0.009541932,0.00092021865,0.30500534,0.0009709266,0.0004288419,0.00015207287,0.0011028553,0.4734813,0.18709508,0.0013201836,0.017322099,0.0026591439],"about_ca_topic_score_codex":0.00024161718,"about_ca_topic_score_gemma":0.00016616167,"teacher_disagreement_score":0.7365096,"about_ca_system_score_codex":0.000009954846,"about_ca_system_score_gemma":0.000029285677,"threshold_uncertainty_score":0.57719535},"labels":[],"label_agreement":null},{"id":"W2335428818","doi":"10.1061/41130(369)225","title":"Design of Anchor Reinforcement in Concrete Pedestals","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"route_ca_aff":true,"route_ca_fund":false,"route_ca_venue":false,"route_about_ca":false,"ca_institutions":"ExxonMobil (Canada)","funders":"","keywords":"Reinforcement; Structural engineering; Tension (geology); Reinforced concrete; Shear (geology); Ultimate tensile strength; Engineering; Computer science; Materials science; Composite material","score_opus":0.01415174074544719,"score_gpt":0.2414865639593016,"score_spread":0.2273348232138544,"validation_status":"score_only:v0-immature-baseline","prediction":{"id":"W2335428818","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":[0.99278975,0.000125233,0.0015018866,0.000011740352,0.0034862484,0.0005442181,0.000021947479,0.0001851443,0.0013338233],"genre_scores_gemma":[0.9929101,0.000027876338,0.0066574393,0.000020255324,0.000092730756,0.000029392291,0.000016888827,0.000048400623,0.00019692647],"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","domain_scores_codex":[0.9984883,0.000023072535,0.0005154071,0.00022905465,0.0003010473,0.0004430952],"domain_scores_gemma":[0.9990223,0.00010600393,0.00011206437,0.0005442767,0.00008743648,0.00012790952],"candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00013529087,0.00031390562,0.0004008797,0.00022077866,0.000033887358,0.000040336803,0.0004370007,0.00026588913,0.00086176716],"category_scores_gemma":[0.0000711781,0.00029022008,0.00007469985,0.0001877939,0.00020020589,0.00022245797,0.000058579382,0.000626187,0.00001115964],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_system_candidate":false,"about_ca_system_consensus":false,"study_design_scores_codex":[0.000045932033,1.0080822e-7,0.0008734979,0.000061572566,0.00003215674,0.000021592681,0.00021949684,0.022694025,0.9693005,0.001910675,0.0004597383,0.004380682],"study_design_scores_gemma":[0.001538608,0.00011577501,0.01086379,0.000048768132,0.000041495365,0.000056312183,0.00006591535,0.02591439,0.9587427,0.0009278875,0.0009841581,0.00070023513],"about_ca_topic_score_codex":0.000071708695,"about_ca_topic_score_gemma":0.000012578105,"teacher_disagreement_score":0.010557864,"about_ca_system_score_codex":0.00003202451,"about_ca_system_score_gemma":0.000042870084,"threshold_uncertainty_score":0.999955},"labels":[],"label_agreement":null}]}