{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":35,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":35,"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":"1578c2170724","filters":{"venue":"ce/papers"}},"results":[{"id":"W3198576525","doi":"10.1002/cepa.1497","title":"Evaluation of the Seismic Response of an Innovative Hybrid Steel‐Timber Structure","year":2021,"lang":"en","type":"article","venue":"ce/papers","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"University of Alberta","funders":"","keywords":"OpenSees; Structural engineering; Stiffness; Ductility (Earth science); Structural load; Engineering; Nonlinear system; Seismic loading; Chevron (anatomy); Steel frame; Finite element method; Geotechnical engineering; Geology; Materials science; Creep; Composite material","retraction":null,"screen_n_in":null,"score":{"opus":0.01729872742615612,"gpt":0.2320952536863257,"spread":0.2147965262601696,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002271643,0.00008221746,0.0001039235,0.00002894316,0.00002537232,0.000006473426,0.00007122065,0.00003169687,0.000309165],"category_scores_gemma":[0.00008911077,0.00005629654,0.00003131909,0.0002278438,0.00003916269,0.00005889751,0.00001778122,0.0000649143,0.000001705301],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00005343865,"about_ca_system_score_gemma":0.0001027658,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000005067382,"about_ca_topic_score_gemma":0.00001217076,"domain_scores_codex":[0.9992857,0.0001652068,0.0001281043,0.00008338701,0.000259641,0.00007793721],"domain_scores_gemma":[0.9994609,0.00003420707,0.0000310465,0.0002252261,0.0002349066,0.00001370001],"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":[0.0001598394,0.00003521383,0.001092016,0.00006392199,0.0003456692,0.000004398264,0.005519622,0.1269085,0.8411365,0.00005950231,0.0002582874,0.02441651],"study_design_scores_gemma":[0.000521177,0.00004815489,0.0351937,0.00003714947,0.00009946729,0.000006312142,0.0006890641,0.009120138,0.9529839,0.0001319258,0.001080721,0.00008826095],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9914511,0.0003901095,0.000001006774,0.0000560467,0.0001611099,0.0001105352,0.00003469814,0.0000209392,0.007774474],"genre_scores_gemma":[0.9994877,0.000005361945,0.00008421186,0.00002534672,0.00001671553,0.00000474766,0.00001470485,0.00001348122,0.0003477183],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1177883,"threshold_uncertainty_score":0.338514,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2805617879","doi":"10.1002/cepa.797","title":"Development of condition‐based tamping process in railway engineering","year":2018,"lang":"en","type":"article","venue":"ce/papers","topic":"Railway Engineering and Dynamics","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":"BGC Engineering (Canada)","funders":"","keywords":"Ballast; Track (disk drive); Compaction; Levelling; Engineering; Process (computing); Stiffness; Geotechnical engineering; Marine engineering; Structural engineering; Geology; Mechanical engineering; Computer science; Electrical engineering; Geodesy","retraction":null,"screen_n_in":null,"score":{"opus":0.006167502582582349,"gpt":0.2074593262825281,"spread":0.2012918236999458,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001374999,0.0001658491,0.0001816299,0.0002162579,0.00002895563,0.00001166957,0.0001326102,0.00008130798,0.00007306375],"category_scores_gemma":[0.00003750693,0.0001859075,0.00003370554,0.0003169069,0.0000308413,0.00006327624,0.00001060182,0.0001243253,0.00001690125],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001356033,"about_ca_system_score_gemma":0.00006108433,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000001293198,"about_ca_topic_score_gemma":0.00001628217,"domain_scores_codex":[0.999119,0.000003265284,0.0002827345,0.0001436665,0.0001751892,0.0002761861],"domain_scores_gemma":[0.9996858,0.00002978946,0.00002362796,0.0001483798,0.00004628764,0.000066083],"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":[0.000005827582,0.00001876859,0.0002948884,0.0004191608,0.00002950487,0.000003917538,0.002177671,0.9106563,0.08349103,0.0001525876,0.0000342873,0.00271607],"study_design_scores_gemma":[0.0009393699,0.0000346607,0.008144482,0.0005051227,0.00001184916,0.000004188529,0.0003836901,0.8663836,0.110663,0.00001290461,0.01228373,0.0006333198],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9740047,0.00006310043,0.01196613,0.000007230516,0.0004031609,0.0001223121,0.000007029915,0.0003893585,0.01303696],"genre_scores_gemma":[0.9896759,0.000002931986,0.01013384,0.00001337435,0.00005624245,0.00002605457,0.00001727138,0.00004445574,0.00002991478],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.04427264,"threshold_uncertainty_score":0.7581087,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4386641097","doi":"10.1002/cepa.2756","title":"Memory‐Steel for Smart Steel Structures: A Review on Recent Developments and Applications","year":2023,"lang":"en","type":"review","venue":"ce/papers","topic":"Shape Memory Alloy Transformations","field":"Materials Science","cited_by":6,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Hatch (Canada)","funders":"","keywords":"SMA*; Shape-memory alloy; Pseudoelasticity; Materials science; Bridge (graph theory); Structural engineering; Smart material; Composite material; Mechanical engineering; Metallurgy; Engineering; Computer science; Martensite; Microstructure","retraction":null,"screen_n_in":null,"score":{"opus":0.08616231212799104,"gpt":0.3509098875679867,"spread":0.2647475754399957,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0006956151,0.0005526906,0.001354246,0.0001932422,0.0003872847,0.000106121,0.0006217057,0.0002388168,0.0006494813],"category_scores_gemma":[0.0002041293,0.0004429448,0.0002655158,0.0005328034,0.0001092736,0.0001068283,0.00009127025,0.0002450409,0.0008214255],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002335405,"about_ca_system_score_gemma":0.0005121844,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000002349608,"about_ca_topic_score_gemma":0.00002027109,"domain_scores_codex":[0.9972488,0.0001384764,0.0009765116,0.0007628735,0.0003945867,0.0004787485],"domain_scores_gemma":[0.9981849,0.0004582296,0.0003872122,0.000662541,0.0001037348,0.0002034417],"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":[0.000004338904,0.00002347473,9.5061e-8,0.07268895,0.00007997973,0.000001548349,0.00007664006,0.000001267529,0.00006520057,0.0007204142,0.003052165,0.9232859],"study_design_scores_gemma":[0.0001982132,0.00002909322,0.000008175733,0.01891291,0.0005926517,0.00002065274,0.00004050368,3.605593e-7,0.00003787719,0.00008906925,0.9796182,0.0004523107],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"review","genre_gemma":"review","genre_scores_codex":[0.000002878741,0.9789214,0.00003609948,0.0001384167,0.0005716545,0.006834099,0.0005439912,0.0002344899,0.01271703],"genre_scores_gemma":[5.628709e-7,0.9895175,0.001065328,0.0007076499,0.0001315915,0.005872368,0.0005231213,0.0001049337,0.002076963],"genre_candidate":"review","genre_consensus":"review","teacher_disagreement_score":0.976566,"threshold_uncertainty_score":0.9999565,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2755895100","doi":"10.1002/cepa.416","title":"12.16: Numerical investigation of the local buckling behaviour of high strength steel circular hollow sections","year":2017,"lang":"en","type":"article","venue":"ce/papers","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"Imperial College London; Université Laval","keywords":"Buckling; Materials science; High strength steel; Composite material; Structural engineering; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.009757893042550064,"gpt":0.2025937055421581,"spread":0.192835812499608,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007355059,0.0001323255,0.0002236264,0.00006148405,0.0001934624,0.00002876635,0.000323752,0.00009756517,0.00005734541],"category_scores_gemma":[0.00008575631,0.0001096161,0.0001733981,0.0001093297,0.0001956024,0.00008175446,0.00005630685,0.0002089353,0.000002280221],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00009783673,"about_ca_system_score_gemma":0.0000228139,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001309894,"about_ca_topic_score_gemma":0.0001096378,"domain_scores_codex":[0.9991748,0.00002564089,0.0002412159,0.0001585778,0.0002373382,0.0001624362],"domain_scores_gemma":[0.9991408,0.00003395164,0.0001277143,0.0005960596,0.00003463231,0.00006683664],"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":[0.00000894503,0.00002089997,0.2334968,0.0001651028,0.0005147199,0.000004132005,0.00111428,0.2122848,0.5452412,0.000526116,0.0001320852,0.006490926],"study_design_scores_gemma":[0.0002811446,0.000019097,0.7501177,0.00006940259,0.0002445964,0.00000505902,0.0003543017,0.008082515,0.240444,0.0001238783,0.00007688907,0.0001814269],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9969337,0.00004111677,0.0001922781,0.00005224923,0.0003758172,0.0000703662,0.00001470089,0.00006344797,0.002256344],"genre_scores_gemma":[0.9995157,0.000006820756,0.0002540243,0.000008696053,0.00005454188,0.000005123908,0.000009093632,0.00002310401,0.0001229246],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.5166209,"threshold_uncertainty_score":0.4470017,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2756383603","doi":"10.1002/cepa.431","title":"13.08: Plastic resistance of U sections under major‐axis bending, shear force and bi‐moments","year":2017,"lang":"en","type":"article","venue":"ce/papers","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Université Laval","funders":"","keywords":"Eurocode; Bending moment; Parametric statistics; Structural engineering; Section (typography); Shear (geology); Bending; Shear force; Moment (physics); Pure bending; Plastic bending; Materials science; Mechanics; Mathematics; Physics; Engineering; Bending stiffness; Classical mechanics; Composite material; Computer science","retraction":null,"screen_n_in":null,"score":{"opus":0.009141592018978224,"gpt":0.2211463066355959,"spread":0.2120047146166177,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00004861287,0.0001447471,0.0001954031,0.0001092936,0.0002760771,0.00008762054,0.0001871659,0.00007182321,0.0001217037],"category_scores_gemma":[0.00009228523,0.0001443728,0.00006743718,0.00009744469,0.0001068364,0.0001574303,0.00005029988,0.0001265121,0.00001032936],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00008144775,"about_ca_system_score_gemma":0.000007809414,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00009304262,"about_ca_topic_score_gemma":0.0003081284,"domain_scores_codex":[0.9992449,0.000008032761,0.0001661815,0.0002022077,0.0001539227,0.0002247249],"domain_scores_gemma":[0.9993572,0.00006557906,0.00006118421,0.000408686,0.00002129616,0.00008604043],"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":[0.00008499176,0.00003351543,0.0713691,0.0008712584,0.002027524,0.00002658788,0.001750586,0.0601397,0.8548257,0.005079253,0.002008305,0.001783439],"study_design_scores_gemma":[0.001477316,0.00006839648,0.9119661,0.0003636544,0.000477082,0.00001522173,0.0008137445,0.004846346,0.07436175,0.001299577,0.00345768,0.0008531074],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9676661,0.0002336892,0.0001086337,0.00004837344,0.0003885327,0.00006242162,0.00001835545,0.0001036316,0.03137026],"genre_scores_gemma":[0.9933481,0.00005846557,0.000244111,0.000008148292,0.00005078659,0.000005765044,0.000004142905,0.00002714695,0.00625339],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.840597,"threshold_uncertainty_score":0.588735,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4389409160","doi":"10.1002/cepa.2935","title":"Preventing Alkali‐Silica Reaction in Concrete","year":2023,"lang":"en","type":"article","venue":"ce/papers","topic":"Concrete and Cement Materials Research","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Fredericton; University of New Brunswick","funders":"","keywords":"Alkali–silica reaction; Cementitious; Portland cement; Durability; Alkali–aggregate reaction; Aggregate (composite); Consistency (knowledge bases); Reactivity (psychology); Computer science; Cement; Construction engineering; Process engineering; Environmental science; Materials science; Engineering; Artificial intelligence; Nanotechnology; Composite material","retraction":null,"screen_n_in":null,"score":{"opus":0.01738724478763353,"gpt":0.2564097727965606,"spread":0.2390225280089271,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002428921,0.00008351454,0.0001075778,0.0001220253,0.00003302224,0.00003155242,0.00009030383,0.00005357223,0.0004298068],"category_scores_gemma":[0.00003338301,0.00008991986,0.00003444737,0.0002974921,0.00001410013,0.00007462559,0.00003822063,0.0001015369,0.000338825],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00005560009,"about_ca_system_score_gemma":0.00001091381,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0000390471,"about_ca_topic_score_gemma":0.00001498291,"domain_scores_codex":[0.99925,0.00002396408,0.0001494858,0.000133184,0.0001421488,0.0003012151],"domain_scores_gemma":[0.9997545,0.00004048488,0.00001131529,0.0001385892,0.00000853246,0.0000465196],"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":[0.000006408572,4.705148e-7,0.0002802822,0.00006168527,0.00001249086,0.00001303164,0.0001855898,0.0001748956,0.9925963,0.00004278544,0.001053235,0.005572823],"study_design_scores_gemma":[0.002427858,0.0001267789,0.06068275,0.0003659582,0.00003647414,0.00001368212,0.002386725,0.03154328,0.4798096,0.0001672451,0.4213314,0.00110826],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.926832,0.00005293848,8.821708e-7,0.00006439425,0.0002499754,0.0001259525,0.000003292909,0.0003086679,0.07236187],"genre_scores_gemma":[0.9978382,0.0002790226,0.0000120842,0.00002023969,0.00008439268,0.0000403886,0.00003010264,0.00002404395,0.001671502],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.5127867,"threshold_uncertainty_score":0.4706083,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2754315051","doi":"10.1002/cepa.339","title":"11.06: Application of hybrid simulation for the evaluation of the buckling response of steel braced frame columns","year":2017,"lang":"en","type":"article","venue":"ce/papers","topic":"Hydraulic and Pneumatic Systems","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Polytechnique Montréal; University of Alberta","funders":"","keywords":"Structural engineering; Buckling; Braced frame; Frame (networking); Steel frame; Engineering; Mechanical engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.03396362282323653,"gpt":0.3021512075509682,"spread":0.2681875847277317,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001518738,0.00007134308,0.0001507326,0.00002290491,0.0001194472,0.00001193754,0.0002557464,0.00004461746,0.00001427312],"category_scores_gemma":[0.0007896805,0.00005054124,0.00008253742,0.00004380163,0.00006388948,0.00004895866,0.00001841006,0.00004259205,0.000001662984],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0000404795,"about_ca_system_score_gemma":0.0000403216,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0000445392,"about_ca_topic_score_gemma":0.00002221562,"domain_scores_codex":[0.9991385,0.00008282933,0.0003178471,0.00008229076,0.0002963928,0.00008214327],"domain_scores_gemma":[0.9981453,0.0007642345,0.0003054391,0.0006119068,0.0001578264,0.0000153271],"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":[0.00004306952,0.00000766475,0.0009124944,0.0001010137,0.00003181493,8.91174e-9,0.0007761405,0.848258,0.143927,0.00005805971,0.00003848743,0.00584621],"study_design_scores_gemma":[0.00059541,0.00001503739,0.04272258,0.00007608298,0.00008656787,4.094654e-7,0.0003011909,0.9263291,0.02851651,0.00005308775,0.001249913,0.00005416005],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9800994,0.0001142214,0.0169445,0.00008788594,0.0001995517,0.001166526,0.00002179938,0.00001727562,0.001348809],"genre_scores_gemma":[0.9996814,0.000003895136,0.00008086563,0.000006826881,0.00003775154,0.00008861264,0.00000434271,0.00001505124,0.00008129136],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1154105,"threshold_uncertainty_score":0.2061012,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4386688085","doi":"10.1002/cepa.2528","title":"Seismic Performance of Brace Middle‐Connection in Steel Concentrically Braced Frames with X‐Bracing","year":2023,"lang":"en","type":"article","venue":"ce/papers","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Newman Theological College; Université de Montréal; Workers Compensation Board of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada; University of Alberta; American Institute of Steel Construction; Polytechnique Montréal; Canadian Institute of Steel Construction","keywords":"Bracing; Brace; Structural engineering; Buckling; Braced frame; Deformation (meteorology); Welding; Connection (principal bundle); Engineering; Materials science; Composite material; Mechanical engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.008048208660413506,"gpt":0.1906097022328679,"spread":0.1825614935724544,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009792847,0.0001593643,0.0002553144,0.0002442719,0.00004636826,0.00002141779,0.0001323335,0.0000868086,0.00007370768],"category_scores_gemma":[0.00005577745,0.0001458854,0.00005641633,0.001128319,0.00004503462,0.0001369037,0.00002580973,0.0002249472,0.00003571745],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001104897,"about_ca_system_score_gemma":0.00001945285,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00007493914,"about_ca_topic_score_gemma":0.00004001108,"domain_scores_codex":[0.9990225,0.00001897313,0.0002414078,0.000212709,0.0002029382,0.000301493],"domain_scores_gemma":[0.9995393,0.0001092713,0.00005272041,0.000212382,0.00002991448,0.00005637691],"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":[0.00003818717,0.000004848857,0.04301278,0.0001721041,0.00009775143,0.000009197893,0.0008548585,0.8029076,0.1487027,0.00002939326,0.00005635884,0.004114268],"study_design_scores_gemma":[0.0007859897,0.00009327999,0.3185226,0.0002953096,0.00006307571,0.00001314413,0.00120182,0.5669799,0.1110445,0.00001205414,0.0005946241,0.0003937011],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9952085,0.0001013176,0.00001875951,0.00005552039,0.0001356797,0.00009869874,0.000002611353,0.0003256213,0.00405327],"genre_scores_gemma":[0.9991618,0.00009040469,0.0001901916,0.00003301628,0.00003224492,0.000008772475,0.00001077094,0.00003331461,0.000439486],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2755098,"threshold_uncertainty_score":0.5949033,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2974449006","doi":"10.1002/cepa.1082","title":"Experimental Test of Novel Honeycomb Structural Fuse","year":2019,"lang":"en","type":"article","venue":"ce/papers","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"","keywords":"Honeycomb; Flange; Materials science; Fuse (electrical); Structural engineering; Buckling; Honeycomb structure; Dissipation; Welding; Damper; Deformation (meteorology); Composite material; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.006351663631482834,"gpt":0.2057908932750551,"spread":0.1994392296435722,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00001970877,0.0001022312,0.0001493376,0.00004220103,0.0000180917,0.000008568132,0.0001147816,0.0000394573,0.0006964937],"category_scores_gemma":[0.000003705715,0.00009236945,0.00007529942,0.0001167126,0.00002310199,0.00008848557,0.00001828302,0.00006657258,0.00006681983],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003160465,"about_ca_system_score_gemma":0.000006714587,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001566032,"about_ca_topic_score_gemma":9.951365e-7,"domain_scores_codex":[0.9995155,0.000001403448,0.0001274348,0.0000979419,0.0001038169,0.0001539443],"domain_scores_gemma":[0.9997361,0.00001659756,0.00001949665,0.0001794028,0.000008348065,0.00004001985],"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":[0.000002656794,0.00001511325,0.007023008,0.0000243468,0.000040894,5.856568e-7,0.0003704766,0.006892649,0.984694,0.00002465576,0.000163302,0.0007483362],"study_design_scores_gemma":[0.001889031,0.0001121301,0.02962851,0.0000608574,0.00005185891,0.00001245805,0.002620837,0.1499016,0.8082941,0.000004021052,0.006893862,0.0005306674],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9770004,0.0002071749,0.000005809863,0.000009810145,0.0002141184,0.00004406554,0.00000983383,0.00006732335,0.02244146],"genre_scores_gemma":[0.999219,0.00001492528,0.0001443206,0.0000667717,0.00004859465,0.000002621139,0.00001180235,0.00001646973,0.0004754795],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1763999,"threshold_uncertainty_score":0.7626118,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2754178877","doi":"10.1002/cepa.320","title":"10.22: Comparing the fire behaviour of composite columns made with concrete filled double‐skin and double‐tube steel sections","year":2017,"lang":"en","type":"article","venue":"ce/papers","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"Research Fund for Coal and Steel; National Research Council Canada; European Commission","keywords":"Fire resistance; Structural engineering; Materials science; Composite number; Tube (container); Composite material; Stiffness; Void (composites); Infill; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.01342235865533016,"gpt":0.2193768618682884,"spread":0.2059545032129583,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009593951,0.00023764,0.0003927953,0.00006058894,0.0006148245,0.0002096309,0.0003889083,0.00009355726,0.0003298531],"category_scores_gemma":[0.000007382929,0.0001833615,0.0001065585,0.0001220525,0.0002761941,0.0001362101,0.0001098846,0.0002743918,0.00001477362],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00008050223,"about_ca_system_score_gemma":0.00001847246,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001549786,"about_ca_topic_score_gemma":0.0004578915,"domain_scores_codex":[0.9989645,0.0000174068,0.0002457095,0.0002575059,0.0002221813,0.0002926748],"domain_scores_gemma":[0.998961,0.00005737745,0.0001233105,0.000689157,0.00005980199,0.0001092963],"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":[0.001226584,0.00002127661,0.2520629,0.0004825088,0.003356397,0.00006117471,0.004336986,0.1065262,0.6271514,0.0006834958,0.002259949,0.00183111],"study_design_scores_gemma":[0.007339494,0.0001691056,0.8420395,0.0002938463,0.001245926,0.0001195308,0.001221473,0.03530438,0.1076859,0.00000779302,0.003590103,0.0009829371],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9482254,0.000168266,0.000002992522,0.00006388885,0.0001103465,0.0002200138,0.00001664642,0.0001330407,0.05105938],"genre_scores_gemma":[0.9965006,0.00002989995,0.0001824876,0.00001007667,0.00005736413,0.00002542163,0.00001670551,0.00004061437,0.003136794],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.5899765,"threshold_uncertainty_score":0.7477266,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4386689848","doi":"10.1002/cepa.2696","title":"Shear Capacity of Channel Shear Connectors Applied in Composite Slabs with Profiled Steel Decking","year":2023,"lang":"en","type":"article","venue":"ce/papers","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"ArcelorMittal","keywords":"Cable gland; Flange; Structural engineering; Composite number; Shear (geology); Welding; Materials science; Finite element method; Stiffness; Ductility (Earth science); Composite material; Engineering; Mechanical engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.01274731880669553,"gpt":0.1957596526269168,"spread":0.1830123338202213,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001442134,0.000226687,0.0004089038,0.0003121445,0.00005580714,0.00002262341,0.0001811078,0.000100328,0.00007065938],"category_scores_gemma":[0.00002088194,0.0002063353,0.00007490659,0.001045262,0.000079122,0.00005516642,0.00004071309,0.0002434533,0.00003223374],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001121302,"about_ca_system_score_gemma":0.00001440297,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001699536,"about_ca_topic_score_gemma":0.00007740998,"domain_scores_codex":[0.9987637,0.00002180535,0.0002762336,0.000278809,0.0002583788,0.000401034],"domain_scores_gemma":[0.999461,0.0000894496,0.00004852715,0.0002876146,0.00002457474,0.00008885124],"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":[0.00004595494,0.000006436002,0.008855636,0.0002415382,0.0002248974,0.00001637175,0.002144671,0.1433849,0.8444082,0.0002808103,0.0000492945,0.0003413028],"study_design_scores_gemma":[0.002123646,0.00009371504,0.3423247,0.0003547112,0.0001702867,0.00001209125,0.002386895,0.05421491,0.5969123,0.0001391758,0.0002500935,0.001017462],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9887851,0.00003126775,0.00001173413,0.00002205934,0.0001132058,0.0002226702,0.00001238721,0.000399981,0.01040159],"genre_scores_gemma":[0.9993156,0.00001132428,0.0004487938,0.00001679162,0.00003662673,0.00002921826,0.00002474521,0.00005497336,0.000061884],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3334691,"threshold_uncertainty_score":0.8414108,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2755800630","doi":"10.1002/cepa.304","title":"10.06: Fire performance of CFS walls with web‐perforated studs–A numerical investigation","year":2017,"lang":"en","type":"article","venue":"ce/papers","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":2,"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":"Structural engineering; Finite element method; Fire test; Stiffness; Engineering; Cold-formed steel; Fire performance; Bearing (navigation); Load bearing; Geotechnical engineering; Materials science; Composite material; Fire resistance","retraction":null,"screen_n_in":null,"score":{"opus":0.008937260674155987,"gpt":0.1942354375261295,"spread":0.1852981768519735,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007655783,0.0001842672,0.000259936,0.00005707679,0.0001926687,0.00005916426,0.0003085948,0.00007970322,0.0005355348],"category_scores_gemma":[0.00006098782,0.0001503875,0.00005487948,0.0001787127,0.0001411782,0.0002058584,0.00003934975,0.000165617,0.0001194572],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00007083424,"about_ca_system_score_gemma":0.00003376865,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00005556951,"about_ca_topic_score_gemma":0.00001035656,"domain_scores_codex":[0.9991087,0.00001309754,0.0002000569,0.0001989892,0.0002459489,0.0002331981],"domain_scores_gemma":[0.999184,0.00002258788,0.0001004476,0.0005205821,0.00006819574,0.0001042349],"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":[0.0001458714,0.00002781709,0.377043,0.0005175229,0.0009860818,0.00001943989,0.001213654,0.1300195,0.4645164,0.00004831919,0.001877518,0.02358486],"study_design_scores_gemma":[0.0009813486,0.0002776038,0.5075912,0.0002245155,0.0002162709,0.00001143648,0.0001536582,0.353516,0.1335381,0.000007919744,0.002861831,0.0006200644],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9866335,0.00005652571,0.000001780519,0.00005724859,0.00006561639,0.00008288355,0.000004509166,0.000144312,0.0129536],"genre_scores_gemma":[0.9976939,0.00003139853,0.0003670696,0.0000137048,0.0000527518,0.000009646568,0.00001926759,0.00003190721,0.001780349],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3309783,"threshold_uncertainty_score":0.6132624,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2756397021","doi":"10.1002/cepa.328","title":"10.31: Simplified analytical determination of the temperature distribution and the load bearing resistance of slim‐floor beams","year":2017,"lang":"en","type":"article","venue":"ce/papers","topic":"Civil and Structural Engineering Research","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"","keywords":"Slab; Thermal conduction; Heat flux; Structural engineering; Bearing (navigation); USable; Transient (computer programming); Mechanics; Beam (structure); Materials science; Engineering; Heat transfer; Computer science; Physics; Composite material","retraction":null,"screen_n_in":null,"score":{"opus":0.006844315783191319,"gpt":0.22407814287088,"spread":0.2172338270876887,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001816079,0.00009119323,0.0001498443,0.00001773043,0.0001650118,0.00004712656,0.0002598196,0.00006949165,0.00003012688],"category_scores_gemma":[0.0003757557,0.00005351413,0.00006510288,0.00008523157,0.0002483115,0.00006107118,0.00006519168,0.0001746569,0.000001115377],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00005214458,"about_ca_system_score_gemma":0.00001801197,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001526412,"about_ca_topic_score_gemma":0.00002511299,"domain_scores_codex":[0.9993777,0.00001262033,0.0001458707,0.0001013609,0.0002175566,0.0001448586],"domain_scores_gemma":[0.9994257,0.00007046372,0.00004188734,0.0003675312,0.00006053769,0.0000338572],"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":[0.001385347,0.00007021008,0.00380833,0.003949438,0.0005425498,0.00001854155,0.003418039,0.02641667,0.807445,0.02889679,0.002763911,0.1212852],"study_design_scores_gemma":[0.003811944,0.00007598997,0.7714768,0.0006051995,0.0001849823,0.00001642621,0.0002943136,0.1093588,0.09819204,0.0008057898,0.01456365,0.0006141373],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9867428,0.0002823911,0.00004015318,0.0003049736,0.0001163895,0.0001679179,0.00003770647,0.00002755859,0.01228013],"genre_scores_gemma":[0.997891,0.00003802118,0.00002319565,0.000002338149,0.00003400744,0.000005031899,0.0000051336,0.00000829802,0.001992971],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.7676684,"threshold_uncertainty_score":0.2182243,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4386639676","doi":"10.1002/cepa.2578","title":"Lateral torsional buckling of hot rolled channel sections – Numerical simulations and design proposal","year":2023,"lang":"en","type":"article","venue":"ce/papers","topic":"Structural Load-Bearing Analysis","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":"Université Laval","funders":"","keywords":"Torsion (gastropod); Buckling; Structural engineering; Parametric statistics; Bending moment; Bending; Engineering; Mathematics","retraction":null,"screen_n_in":null,"score":{"opus":0.01359105801961129,"gpt":0.2243213887961099,"spread":0.2107303307764986,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000611553,0.000113628,0.0001725481,0.0001672386,0.0001127665,0.00002012546,0.00006248145,0.00006440433,0.0001100507],"category_scores_gemma":[0.00004890966,0.0001058958,0.00006860247,0.0004941475,0.00003304147,0.00005672513,0.00002726957,0.0001131166,0.00001375825],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003639946,"about_ca_system_score_gemma":0.00001713332,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002899006,"about_ca_topic_score_gemma":0.000004923467,"domain_scores_codex":[0.9993345,0.00002202612,0.0001665185,0.0001491224,0.0001391957,0.0001886266],"domain_scores_gemma":[0.9996521,0.0001210063,0.00002164199,0.0001073482,0.00002717821,0.00007073901],"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":[0.00001316309,0.000004130563,0.0007412348,0.00002053816,0.0001111757,0.000003013704,0.0003950585,0.8757833,0.1225652,0.00005176433,0.000103867,0.0002075266],"study_design_scores_gemma":[0.0004211559,0.00003916407,0.02809417,0.00002614281,0.00008579987,0.000008373083,0.0001388282,0.95016,0.02035624,0.0002858069,0.0001538261,0.0002305132],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9977148,0.00004387808,0.0006134295,0.00008228464,0.0002635481,0.000127718,0.00001469164,0.000370522,0.0007691481],"genre_scores_gemma":[0.9984539,0.000009534452,0.001097682,0.000007733617,0.00007751331,0.000008050716,0.00002050974,0.00002312203,0.0003019771],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1022089,"threshold_uncertainty_score":0.4318307,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2805323998","doi":"10.1002/cepa.784","title":"Comparison of free‐field and foundation input motions from experimentally tested built environments","year":2018,"lang":"en","type":"article","venue":"ce/papers","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Free field; Foundation (evidence); Eurocode; Event (particle physics); Field (mathematics); Motion (physics); Ground motion; Acceleration; Structural engineering; Geology; Intensity (physics); Seismology; Geotechnical engineering; Engineering; Computer science; Acoustics; Mathematics; Physics; Geography; Optics; Artificial intelligence","retraction":null,"screen_n_in":null,"score":{"opus":0.01560814537153226,"gpt":0.2583291908472476,"spread":0.2427210454757153,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00001979262,0.00007895263,0.0001217005,0.00003732641,0.00005151702,0.00001206806,0.00008645523,0.00004608029,0.0005145601],"category_scores_gemma":[0.000008575918,0.00008050794,0.00002660926,0.00006866168,0.00005381338,0.00008960743,0.00002846417,0.00004911971,0.0000324321],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002552309,"about_ca_system_score_gemma":0.000003216582,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00008420658,"about_ca_topic_score_gemma":0.00002617043,"domain_scores_codex":[0.9995664,0.000005114764,0.0001470683,0.0001003481,0.00008794559,0.00009316501],"domain_scores_gemma":[0.999734,0.00001742583,0.00002732978,0.0001809843,0.0000047324,0.00003548062],"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":[0.000005049913,0.00004709824,0.0452911,0.000009759038,0.0001212831,3.335732e-7,0.001727664,0.000905695,0.9366234,0.0000123368,0.001010281,0.01424602],"study_design_scores_gemma":[0.0008944641,0.0001888461,0.1490906,0.00006416895,0.0001290107,8.974309e-7,0.00223698,0.09551498,0.7355182,0.00005383316,0.01597911,0.0003288666],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9908484,0.0001754584,0.0006688262,0.00002998925,0.00009862039,0.00003899029,0.00000606747,0.0000359797,0.008097704],"genre_scores_gemma":[0.999213,0.00007963768,0.000411159,0.00008128976,0.00006899049,0.000004898862,0.00003812601,0.000009623438,0.00009331974],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2011052,"threshold_uncertainty_score":0.5634073,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4402447578","doi":"10.1002/cepa.3086","title":"Aerodynamic Performance‐Based Design for Steel Bridges and Embodied Carbon Awareness","year":2024,"lang":"en","type":"article","venue":"ce/papers","topic":"Aerodynamics and Fluid Dynamics Research","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":"Aerodynamics; Embodied cognition; Aerospace engineering; Engineering; Architectural engineering; Computer science; Human–computer interaction; Materials science; Artificial intelligence","retraction":null,"screen_n_in":null,"score":{"opus":0.02247752945313374,"gpt":0.2570403014684702,"spread":0.2345627720153365,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002388831,0.000232148,0.0002148814,0.0001736374,0.0001070215,0.000139123,0.000165815,0.0001231451,0.00001512912],"category_scores_gemma":[0.00001742219,0.0002237627,0.00007025622,0.0001857819,0.00008799526,0.00007413218,0.00003361674,0.0001990789,0.000005453078],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001765607,"about_ca_system_score_gemma":0.00009831585,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002052738,"about_ca_topic_score_gemma":0.00008067617,"domain_scores_codex":[0.9988224,0.00001871494,0.0001887337,0.0003304572,0.0001888664,0.0004508394],"domain_scores_gemma":[0.9994351,0.0001678849,0.000009995382,0.0002283715,0.0000379488,0.0001206824],"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":[0.00009835062,0.00003285557,0.002051241,0.0027697,0.0002266453,0.00003555189,0.0003731255,0.7971859,0.1512423,0.002551546,0.0002791412,0.04315358],"study_design_scores_gemma":[0.0003241893,0.00007999921,0.006147728,0.00009139686,0.00002803294,0.000004365744,0.00004604555,0.9915458,0.0005375222,0.00003797091,0.0008764088,0.0002805207],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9814273,0.001235483,0.00715637,0.00008687312,0.0006009281,0.0005535733,0.00005790218,0.0004653707,0.008416259],"genre_scores_gemma":[0.9977474,0.0004774649,0.0008234079,0.00001847018,0.00007520488,0.0001316979,0.00005696879,0.000097319,0.00057205],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1943599,"threshold_uncertainty_score":0.9124777,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2977961736","doi":"10.1002/cepa.652","title":"Liquid Composites, der Schlüssel für hochwertige Glas‐Stein‐Laminate","year":2018,"lang":"de","type":"article","venue":"ce/papers","topic":"Building materials and conservation","field":"Earth and Planetary Sciences","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Atlantic School of Theology","funders":"","keywords":"Materials science; Composite material; Polymer chemistry","retraction":null,"screen_n_in":null,"score":{"opus":0.01165048486316746,"gpt":0.2198763075146803,"spread":0.2082258226515128,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0004453267,0.00040002,0.0003863543,0.0001180256,0.0006675202,0.000401447,0.0005036293,0.0002906931,0.0112057],"category_scores_gemma":[0.00006183619,0.0003626521,0.000130322,0.0003518647,0.0004894361,0.000310791,0.0000588827,0.0002083122,0.005428062],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002125731,"about_ca_system_score_gemma":0.0001536981,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001470171,"about_ca_topic_score_gemma":0.0006351716,"domain_scores_codex":[0.9974916,0.0001840211,0.0004877179,0.0006448232,0.0004116465,0.0007801841],"domain_scores_gemma":[0.9987372,0.0001293301,0.0002173102,0.0004766425,0.000135063,0.0003044159],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","study_design_scores_codex":[0.003672197,0.0003347746,0.1563063,0.0005827197,0.0009546013,0.0002331607,0.003993126,0.0003876713,0.7094839,0.002383226,0.04210774,0.07956062],"study_design_scores_gemma":[0.001097584,0.002032114,0.1396698,0.0004363791,0.0003128338,0.00002338568,0.0002819922,0.003303544,0.03486124,0.0001746308,0.8166811,0.001125356],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9511361,0.005959337,0.00002057767,0.001892899,0.005695974,0.0002929115,0.0001339861,0.0001300452,0.03473821],"genre_scores_gemma":[0.9914996,0.0008457278,0.000450532,0.002767483,0.001456229,0.00000356293,0.0003201506,0.00002316993,0.002633522],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.7745734,"threshold_uncertainty_score":0.9998825,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4386640972","doi":"10.1002/cepa.2336","title":"Bracing requirements for a semi‐rigidly connected column considering column lateral stiffness and initial curvature","year":2023,"lang":"en","type":"article","venue":"ce/papers","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":1,"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":"Natural Sciences and Engineering Research Council of Canada","keywords":"Brace; Bracing; Structural engineering; Stiffness; Curvature; Column (typography); Buckling; Finite element method; Engineering; Connection (principal bundle); Mathematics; Geometry","retraction":null,"screen_n_in":null,"score":{"opus":0.02044762084560503,"gpt":0.2607437966672155,"spread":0.2402961758216104,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001403838,0.0002561806,0.0003556304,0.0001709108,0.0002534193,0.0001634014,0.0001339615,0.0001627546,0.00009582503],"category_scores_gemma":[0.0002243483,0.0002875342,0.00009575015,0.0004862447,0.00007837487,0.0001658868,0.00007362859,0.0002516064,0.00001564506],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001016782,"about_ca_system_score_gemma":0.0000260618,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00007158147,"about_ca_topic_score_gemma":0.0001571515,"domain_scores_codex":[0.9986026,0.00002840245,0.0002973824,0.000362998,0.0001962049,0.0005123862],"domain_scores_gemma":[0.9992546,0.0002654989,0.00005122614,0.000224006,0.00006285778,0.0001418163],"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":[0.0001106875,0.000008964851,0.007797422,0.0007918807,0.0009847982,0.0001125618,0.002389153,0.01102221,0.9677802,0.0002703582,0.003558627,0.00517315],"study_design_scores_gemma":[0.01551725,0.0003306372,0.3915583,0.001938765,0.001708524,0.0002663038,0.004650179,0.3428855,0.1935471,0.002271451,0.03952535,0.005800596],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.996021,0.00009717024,0.00001541903,0.00007937614,0.0006050358,0.0003196129,0.00006908923,0.0008784079,0.001914887],"genre_scores_gemma":[0.9987418,0.00002191346,0.0002811652,0.0001114377,0.0001598815,0.00005713993,0.0001120247,0.00007321426,0.0004414363],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.774233,"threshold_uncertainty_score":0.9999577,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2889214146","doi":"10.1002/cepa.864","title":"An innovative application of autoclaved aerated concrete technology","year":2018,"lang":"en","type":"article","venue":"ce/papers","topic":"Advanced Manufacturing and Logistics Optimization","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":"University of Sudbury","funders":"","keywords":"Autoclaved aerated concrete; Commercialization; Engineering; Block (permutation group theory); Thermal resistance; Architectural engineering; Civil engineering; Business; Thermal; Marketing","retraction":null,"screen_n_in":null,"score":{"opus":0.005356880771239322,"gpt":0.231061911940147,"spread":0.2257050311689077,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00003414982,0.00008242249,0.0001000151,0.000100277,0.00003672634,0.000004866644,0.00009065346,0.00009867149,0.0000287772],"category_scores_gemma":[0.00003038001,0.00008486757,0.000007903655,0.0003713968,0.000142936,0.0000467913,0.000009010168,0.00007848106,0.00001069112],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003315057,"about_ca_system_score_gemma":0.000009982081,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000003485496,"about_ca_topic_score_gemma":0.000002130883,"domain_scores_codex":[0.999584,0.00000529706,0.0001330273,0.0001187949,0.00004523222,0.0001136041],"domain_scores_gemma":[0.9996009,0.00001150858,0.00004108793,0.000196203,0.0001286134,0.00002170752],"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":[0.00002153915,0.000006453117,0.0001602354,0.00003581857,0.0000422273,8.138562e-7,0.0005074882,0.2686585,0.6929117,0.01232013,0.00006827664,0.02526684],"study_design_scores_gemma":[0.0004420744,0.000199653,0.0008249964,0.00001536703,0.00001319867,0.000002275058,0.0002333324,0.2387721,0.7473631,0.000958347,0.01090497,0.0002705751],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2548396,0.00004937955,0.6920331,0.00006047842,0.0002670444,0.0003835308,0.00001920656,0.001482541,0.05086509],"genre_scores_gemma":[0.986694,0.000008506089,0.01311458,0.00002251715,0.00003936168,0.00001920655,0.00004440097,0.00001817559,0.00003921549],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.7318544,"threshold_uncertainty_score":0.3460799,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3196538612","doi":"10.1002/cepa.1472","title":"Comparative Assessment of the Seismic Behavior of Reduced‐Core Length and Conventional Buckling‐Restrained Bracing Systems","year":2021,"lang":"en","type":"article","venue":"ce/papers","topic":"Seismic Performance and Analysis","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":"University of Alberta","funders":"","keywords":"Bracing; Brace; Structural engineering; Buckling; Braced frame; Diagonal; Residual; Stiffness; Core (optical fiber); Chevron (anatomy); Compression (physics); Geology; Frame (networking); Engineering; Geotechnical engineering; Computer science; Materials science; Geometry; Mathematics; Composite material; Mechanical engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.02248537781523441,"gpt":0.2746978789146167,"spread":0.2522125010993823,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008271587,0.00009631036,0.0002493346,0.00003282727,0.00004897103,0.00001161535,0.00007989036,0.00004181458,0.00004820444],"category_scores_gemma":[0.000005687205,0.00007838209,0.00009333585,0.0001686383,0.00006925435,0.00005011494,0.00002540644,0.0001121903,6.303381e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003578033,"about_ca_system_score_gemma":0.00006250459,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0000200165,"about_ca_topic_score_gemma":0.000004261822,"domain_scores_codex":[0.9993454,0.00001903972,0.0002477119,0.0001147049,0.0001621937,0.0001109279],"domain_scores_gemma":[0.9996517,0.00003441662,0.00007171655,0.0001560801,0.00005490356,0.0000311294],"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":[0.000005468789,0.00008755298,0.02997753,0.0005075639,0.0005407879,0.00001043642,0.001750321,0.2194732,0.7450742,0.001038909,0.0002177125,0.001316297],"study_design_scores_gemma":[0.001141992,0.00005472355,0.3088332,0.0006774442,0.0005979301,0.00006081465,0.01259141,0.5992136,0.07513725,0.0000284903,0.001262244,0.0004008586],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9940395,0.0004367385,0.00006301207,0.00002426048,0.0002031906,0.00008074511,0.00002419481,0.00001892653,0.005109401],"genre_scores_gemma":[0.9994894,0.0000720108,0.0001024622,0.00001794161,0.00003348524,0.00001188768,0.00002012345,0.00000850388,0.0002442043],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.669937,"threshold_uncertainty_score":0.3196329,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2756092130","doi":"10.1002/cepa.367","title":"11.38: Investigation of innovative steel concentrically braced frame connections using advanced analytical models","year":2017,"lang":"en","type":"article","venue":"ce/papers","topic":"Structural Load-Bearing 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":"University of British Columbia","funders":"","keywords":"Structural engineering; Braced frame; Steel frame; Frame (networking); Engineering; Forensic engineering; Computer science; Mechanical engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.03130148652117769,"gpt":0.2676991709926858,"spread":0.2363976844715081,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008190431,0.0001734052,0.0003180041,0.0001426417,0.0002081856,0.00006516807,0.0002335211,0.00012127,0.00007921796],"category_scores_gemma":[0.000374128,0.0001754686,0.0000878817,0.0004143967,0.0002327042,0.0003228592,0.00005332283,0.0002091681,0.000004077321],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001559597,"about_ca_system_score_gemma":0.00004737793,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00008822788,"about_ca_topic_score_gemma":0.00001748147,"domain_scores_codex":[0.9989633,0.00002302224,0.0003252929,0.0002312241,0.0002145599,0.0002425823],"domain_scores_gemma":[0.9989855,0.00009706447,0.0001532479,0.0004502576,0.0002080358,0.0001058677],"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":[0.00001439014,0.000005944045,0.009298874,0.0000394448,0.0002636898,0.000003989376,0.0005423811,0.4191614,0.5617662,0.007060969,0.00003498683,0.001807759],"study_design_scores_gemma":[0.000629855,0.00002534953,0.04342779,0.00008338362,0.0001059238,0.000004384493,0.0003777061,0.8969983,0.0570929,0.0008014649,0.0001216676,0.000331304],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.990032,0.00004052179,0.0009786844,0.0000903086,0.0001953319,0.0001164487,0.00001382929,0.0001246896,0.00840814],"genre_scores_gemma":[0.9971487,0.00001030227,0.002620172,0.00003345752,0.00004576199,0.0000045205,0.00001072027,0.00002663575,0.00009976668],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.5046733,"threshold_uncertainty_score":0.7155401,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W7125503023","doi":"10.1002/cepa.70205","title":"Seismic Behavior of Multi‐Storey Volumetric Modular Buildings: Comparing Concentrically Braced Frames and Reinforced Concrete Shear Walls","year":2025,"lang":"en","type":"article","venue":"ce/papers","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Université de Sherbrooke","funders":"Fonds de recherche du Québec – Nature et technologies; Natural Sciences and Engineering Research Council of Canada; Université de Sherbrooke","keywords":"OpenSees; Shear wall; Modular design; Reinforced concrete; Seismic retrofit; Shear (geology); Finite element method; Seismic analysis; Seismic loading","retraction":null,"screen_n_in":null,"score":{"opus":0.006657630087396911,"gpt":0.2120791147248964,"spread":0.2054214846374995,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006292989,0.0001675001,0.0003613166,0.000229539,0.00006687097,0.00004246132,0.0001309524,0.0001136459,0.00006564549],"category_scores_gemma":[0.00008416609,0.0001602887,0.00009235499,0.0005904214,0.00006647937,0.00009325628,0.00004522254,0.0001400804,0.000001820315],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00007738733,"about_ca_system_score_gemma":0.00001377071,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00007877054,"about_ca_topic_score_gemma":0.000001537493,"domain_scores_codex":[0.9991071,0.00001500563,0.0003319746,0.0002008254,0.0001382923,0.0002067731],"domain_scores_gemma":[0.9995683,0.00005540911,0.0000639651,0.0001700833,0.00006767983,0.00007449611],"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":[0.00001666705,0.000001986951,0.02135684,0.0001028172,0.0001741446,0.00000285575,0.0002541549,0.8760737,0.09528047,0.0002597651,0.0001127008,0.006363885],"study_design_scores_gemma":[0.0007032665,0.00001680033,0.03429957,0.00005135455,0.000157085,0.000001429969,0.0001065951,0.9545538,0.009342108,0.00000216816,0.0005841515,0.0001817018],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9917741,0.0009882356,0.005621816,0.00001825334,0.0001649008,0.0001978327,0.000004830837,0.0001180051,0.001112015],"genre_scores_gemma":[0.9950929,0.0002391286,0.004154931,0.00005999577,0.0000152391,0.000008763707,0.00001890317,0.0000167993,0.0003933096],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.08593836,"threshold_uncertainty_score":0.6536385,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2754014000","doi":"10.1002/cepa.512","title":"21.04: Vibration characteristics of an existing high‐rise building in Montreal and the effects of retrofit","year":2017,"lang":"en","type":"article","venue":"ce/papers","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Concordia University","funders":"","keywords":"Serviceability (structure); Masonry; Structural engineering; Reinforced concrete; Low-rise; Engineering; Seismic resistance; Reinforcement; Outrigger; Shear wall; Geotechnical engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.005451854915227451,"gpt":0.2112835839427211,"spread":0.2058317290274936,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001417727,0.00007463288,0.0002016716,0.00004190936,0.00006886048,0.00002383849,0.0001164947,0.00004113191,0.000004590377],"category_scores_gemma":[0.0001182438,0.00005800318,0.00003031789,0.00004438026,0.00007396705,0.000143365,0.00002155175,0.00007337417,4.071058e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001365754,"about_ca_system_score_gemma":0.000003919952,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0003279216,"about_ca_topic_score_gemma":0.00003724164,"domain_scores_codex":[0.9995625,0.00001388211,0.0001696781,0.00008072939,0.0000731796,0.000100057],"domain_scores_gemma":[0.9995773,0.00006576057,0.00009435377,0.0002273204,0.00001235789,0.00002291044],"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":[0.0001625578,0.00004257013,0.09681081,0.001284285,0.0002135261,0.00002485,0.004343514,0.004060248,0.5888602,0.0009503632,0.00002996599,0.3032171],"study_design_scores_gemma":[0.001102552,0.00003484252,0.8451774,0.0001987759,0.00007430103,0.000001265295,0.0001476462,0.1342328,0.01879038,0.00008304354,0.00003940986,0.0001176135],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9980983,0.00009907208,0.00004161261,0.00002191988,0.0000902059,0.00005704389,0.000002745571,0.00001390633,0.001575192],"genre_scores_gemma":[0.9995419,0.0002101765,0.0001331407,0.00001265933,0.00005638797,0.000004309466,0.000004428245,0.000008632227,0.00002840972],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.7483665,"threshold_uncertainty_score":0.2365301,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2974024631","doi":"10.1002/cepa.1068","title":"Study of the Rigidity of a Concentrically Braced Frame Connection Using End Plates","year":2019,"lang":"en","type":"article","venue":"ce/papers","topic":"Structural Load-Bearing 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":"Université de Sherbrooke","funders":"","keywords":"Flange; Structural engineering; Connection (principal bundle); Rigidity (electromagnetism); Welding; Brace; Stiffness; Braced frame; Beam (structure); Concentric; Column (typography); Engineering; Steel frame; Frame (networking); Mechanical engineering; Geometry; Mathematics","retraction":null,"screen_n_in":null,"score":{"opus":0.01046969781021077,"gpt":0.2154885937230399,"spread":0.2050188959128291,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000648312,0.00009832474,0.0002243449,0.00004928647,0.0000320421,0.000009358028,0.0001426422,0.00005856025,0.0002202405],"category_scores_gemma":[0.00006866669,0.00007371966,0.00008639789,0.0002948288,0.00003573985,0.00004159309,0.00003525887,0.0001298858,0.000004212609],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00006433774,"about_ca_system_score_gemma":0.00001173287,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0002909279,"about_ca_topic_score_gemma":0.0000285137,"domain_scores_codex":[0.999323,0.00003188706,0.0002068859,0.0001258262,0.0001873057,0.00012517],"domain_scores_gemma":[0.9994866,0.00010815,0.00007797,0.0002635747,0.0000372796,0.00002638443],"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":[0.00001201719,0.00002134412,0.07211566,0.00003463764,0.0002336278,7.168477e-7,0.001142113,0.1185015,0.8076138,0.00004388302,0.000008297845,0.0002724805],"study_design_scores_gemma":[0.001663514,0.0001747559,0.3988835,0.00009631856,0.0003826317,0.000009018311,0.004765879,0.05383338,0.5395846,0.00005733742,0.000181048,0.0003680258],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9972329,0.00004568027,0.000004592688,0.000005609797,0.0002946439,0.0001783216,0.000003728822,0.00004634035,0.00218822],"genre_scores_gemma":[0.9998512,0.000003237846,0.00006162469,0.000006405078,0.00001909982,0.000001168029,9.317959e-7,0.00001282565,0.00004348162],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3267679,"threshold_uncertainty_score":0.3006201,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4200097604","doi":"10.1002/cepa.1600","title":"Design, Engineering und Montage von Glaskonstruktionen in Kanada","year":2021,"lang":"de","type":"article","venue":"ce/papers","topic":"Structural Analysis of Composite Materials","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Humanities; Art; Pavilion; Art history; Physics; Engineering; Civil engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.006809971799969182,"gpt":0.194482788308884,"spread":0.1876728165089148,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow","insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0001841399,0.0004759297,0.0006556362,0.0002445385,0.0000784884,0.0002332568,0.00031579,0.0002351601,0.001562034],"category_scores_gemma":[0.00009723825,0.0005410435,0.0001863396,0.0006315982,0.00003459755,0.0001740152,0.0001226394,0.0003217129,0.0002079939],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004643022,"about_ca_system_score_gemma":0.00009045051,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0003752478,"about_ca_topic_score_gemma":0.0001976686,"domain_scores_codex":[0.9977518,0.00009966437,0.0006432227,0.0005006745,0.0003535907,0.0006510183],"domain_scores_gemma":[0.9989791,0.0001756623,0.00007874724,0.0005113136,0.00005442606,0.0002007334],"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":[0.00001886277,0.00001367478,0.0004966188,0.0001695891,0.0005058066,0.0004116937,0.00023749,0.4146173,0.5815193,0.0001815562,0.0001737285,0.001654378],"study_design_scores_gemma":[0.002855177,0.0001000606,0.06062306,0.001127182,0.001575329,0.00009107569,0.0004217212,0.1529988,0.7253991,0.0002841547,0.05126749,0.003256909],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.973254,0.01476087,0.00107883,0.0003662608,0.004381177,0.0003439247,0.00003796881,0.0002937885,0.005483169],"genre_scores_gemma":[0.9932594,0.0005831646,0.005036545,0.00007187107,0.0004569298,0.00001810273,0.00008471324,0.0000925257,0.0003967674],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2616185,"threshold_uncertainty_score":0.9997041,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4387025865","doi":"10.1002/cepa.2741","title":"Case study: use of SHM to support bridge assessment, maintenance and operation","year":2023,"lang":"en","type":"article","venue":"ce/papers","topic":"Concrete Corrosion and Durability","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Bridge (graph theory); Structural health monitoring; Corrosion; Forensic engineering; Corrosion monitoring; Key (lock); Engineering; Construction engineering; Risk analysis (engineering); Computer science; Civil engineering; Computer security; Electrical engineering; Business; Materials science","retraction":null,"screen_n_in":null,"score":{"opus":0.05382157976725571,"gpt":0.2996643450580923,"spread":0.2458427652908366,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001677298,0.0000850166,0.0001267696,0.00005527564,0.00003943894,0.00003395552,0.00004234651,0.00002688898,0.0001325272],"category_scores_gemma":[0.00005863615,0.00008157238,0.00002450354,0.0001747262,0.00001805273,0.00008950847,0.00004812473,0.00006382159,0.00001701215],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003743454,"about_ca_system_score_gemma":0.00001868008,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0001004923,"about_ca_topic_score_gemma":0.0002548673,"domain_scores_codex":[0.9994299,0.00001940791,0.0001605158,0.0001623502,0.00009065277,0.0001371198],"domain_scores_gemma":[0.9996048,0.00005720841,0.00001139473,0.0002087532,0.00002762778,0.00009019567],"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":[0.00006762517,0.0001237526,0.3638022,0.0003932363,0.00009403035,0.003444567,0.01306736,0.01672078,0.467895,0.0003184845,0.02873963,0.1053334],"study_design_scores_gemma":[0.001535934,0.0006020205,0.925137,0.00004443216,0.00005721796,0.0003937744,0.006655662,0.03638705,0.002772238,0.000006234431,0.02580598,0.0006024487],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9977411,0.000003050027,0.0001008263,0.00005134768,0.0001770994,0.0002912187,0.00002147079,0.0001627992,0.001451064],"genre_scores_gemma":[0.9993466,0.00001536659,0.0001132832,0.00007454404,0.000013197,0.00002142011,0.000008175083,0.00001421846,0.0003931645],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.5613348,"threshold_uncertainty_score":0.3326425,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2754257685","doi":"10.1002/cepa.338","title":"11.04: Examination of the Canadian provisions for the seismic stability of steel structures","year":2017,"lang":"en","type":"article","venue":"ce/papers","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Buckling; Structural engineering; Bracing; Geology; Seismic analysis; Ground motion; Braced frame; Geotechnical engineering; Seismology; Engineering; Frame (networking); Brace","retraction":null,"screen_n_in":null,"score":{"opus":0.01456096204249317,"gpt":0.2222750933114266,"spread":0.2077141312689335,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001623044,0.00006801447,0.0001022437,0.00002681377,0.0003289724,0.00002087663,0.0003477472,0.00004430467,0.00004565556],"category_scores_gemma":[0.00008678296,0.00003968158,0.00008706397,0.00005272527,0.0001152865,0.00006491631,0.00001913818,0.00006203813,4.402388e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0000587614,"about_ca_system_score_gemma":0.00007109719,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.01165238,"about_ca_topic_score_gemma":0.07859011,"domain_scores_codex":[0.9995605,0.000009221572,0.000126911,0.00007485739,0.0001018933,0.0001266131],"domain_scores_gemma":[0.9993027,0.00005139244,0.00006247635,0.0005065016,0.00004476782,0.00003211542],"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":[0.00002729036,0.00005986348,0.1020106,0.001269889,0.000936041,0.000001052099,0.01726741,0.2727515,0.1218867,0.003665327,0.003196831,0.4769274],"study_design_scores_gemma":[0.0002314324,0.00001397553,0.8319824,0.00002733742,0.0001093371,4.832285e-7,0.001458721,0.129799,0.02415405,0.0001218316,0.01199138,0.0001100582],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9936974,0.00006361,0.00003457566,0.0003015934,0.0001667285,0.0001993543,0.00005889476,0.000009696044,0.005468151],"genre_scores_gemma":[0.999738,0.0000179548,0.00002575792,0.00004343084,0.00002980322,0.00001269579,0.000004430722,0.000007902133,0.0001200081],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.7299718,"threshold_uncertainty_score":0.9949291,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2614312060","doi":"10.1002/cepa.23","title":"Glas‐Sandwich‐Fassade – Entwicklung einer neuen Fassadentypologie","year":2017,"lang":"de","type":"article","venue":"ce/papers","topic":"Structural Analysis of Composite Materials","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":"SKiN Health","funders":"","keywords":"Facade; Humanities; Engineering; Structural engineering; Art","retraction":null,"screen_n_in":null,"score":{"opus":0.01422920262940487,"gpt":0.2469118215633841,"spread":0.2326826189339792,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow","scholarly_communication","insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0002853031,0.0008203037,0.001057919,0.0002103479,0.0008629261,0.001257968,0.002044754,0.0005028984,0.004810257],"category_scores_gemma":[0.000329688,0.0007517471,0.0005500261,0.0001252039,0.0003764264,0.0004387079,0.0006310546,0.000487576,0.001969518],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002825375,"about_ca_system_score_gemma":0.00005546719,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0002757447,"about_ca_topic_score_gemma":0.00004054257,"domain_scores_codex":[0.9965248,0.0001154822,0.00078689,0.0008105086,0.0006049366,0.001157367],"domain_scores_gemma":[0.9968795,0.000141234,0.0004221208,0.002071938,0.0000881774,0.000397085],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0001370849,0.00005402048,0.01420132,0.0003746761,0.003014739,0.0003384604,0.0006002582,0.00669724,0.9497548,0.001202023,0.01227673,0.01134868],"study_design_scores_gemma":[0.003980595,0.000244594,0.3423796,0.0005644678,0.00391421,0.00006372417,0.0004011593,0.005071219,0.185933,0.0009143106,0.4525283,0.004004834],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8793933,0.005823036,0.0000225557,0.002938548,0.01236444,0.0004807116,0.0001007993,0.0005547568,0.09832183],"genre_scores_gemma":[0.9907663,0.001149029,0.0003973965,0.0002272957,0.002539543,0.00002432584,0.00008367219,0.0001337172,0.004678694],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.7638218,"threshold_uncertainty_score":0.9997788,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2895989242","doi":"10.1002/cepa.946","title":"Glass Sculpture at Dr. George Robert Grasett Park","year":2018,"lang":"en","type":"article","venue":"ce/papers","topic":"Visual Culture and Art Theory","field":"Arts and Humanities","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"George (robot); Sculpture; Point (geometry); Irish; Archaeology; Stress (linguistics); Geology; Engineering; Art; History; Geometry; Art history; Mathematics","retraction":null,"screen_n_in":null,"score":{"opus":0.0176153105214288,"gpt":0.2349194752058718,"spread":0.217304164684443,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["insufficient_payload"],"consensus_categories":["insufficient_payload"],"category_scores_codex":[0.0001237156,0.0002190352,0.0001928637,0.00004088554,0.0008940129,0.0001296798,0.0002112075,0.00008304771,0.02302955],"category_scores_gemma":[0.00002293512,0.0001585472,0.0001512652,0.00003657811,0.0005344261,0.0001427682,0.00009013406,0.0001404545,0.002596814],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00004260979,"about_ca_system_score_gemma":0.00001781178,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00004405497,"about_ca_topic_score_gemma":0.001876536,"domain_scores_codex":[0.9989074,0.00004619741,0.0001732938,0.0002969107,0.000192481,0.0003837534],"domain_scores_gemma":[0.9994201,0.00003240908,0.00005834167,0.0002819948,0.00007530873,0.0001318534],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","study_design_scores_codex":[0.00007618246,0.00009234623,0.0001934544,0.00003319194,0.0001052693,0.0000291037,0.04072548,8.672973e-7,0.006969681,0.4703967,0.479426,0.001951726],"study_design_scores_gemma":[0.0002680898,0.0001217462,0.0001574763,0.00002814448,0.00003745107,0.000006719077,0.002306347,0.000003902334,0.001047094,0.001067129,0.9946886,0.000267274],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"other","genre_gemma":"empirical","genre_scores_codex":[0.130467,0.0002726228,7.22218e-7,0.001022353,0.001228127,0.000133161,0.00004270469,0.0001655803,0.8666677],"genre_scores_gemma":[0.7340813,0.00001388876,0.000006891723,0.003352816,0.002418727,0.00001207406,0.00006643304,0.00002845151,0.2600194],"genre_candidate":"other","genre_consensus":null,"teacher_disagreement_score":0.6066484,"threshold_uncertainty_score":0.9981798,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4386690586","doi":"10.1002/cepa.2590","title":"A framework for multi‐element hybrid simulation of steel braced frames using model updating","year":2023,"lang":"en","type":"article","venue":"ce/papers","topic":"Hydraulic and Pneumatic Systems","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 Alberta","funders":"","keywords":"Structural engineering; Braced frame; Brace; Computer science; Finite element method; Nonlinear system; Test data; Set (abstract data type); Engineering; Frame (networking)","retraction":null,"screen_n_in":null,"score":{"opus":0.0629567491007318,"gpt":0.3158773921272522,"spread":0.2529206430265205,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001966316,0.0001355959,0.0002242991,0.00007766981,0.00006674701,0.00001874478,0.0000940917,0.00007943688,0.00004536394],"category_scores_gemma":[0.0001394422,0.0001396261,0.00008454044,0.0001478676,0.00001383697,0.00006156322,0.00002127195,0.00008446736,0.00001274886],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00005669535,"about_ca_system_score_gemma":0.00001885833,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00000721605,"about_ca_topic_score_gemma":0.000001719656,"domain_scores_codex":[0.999083,0.00001460699,0.0003529887,0.0001448012,0.0001587633,0.000245821],"domain_scores_gemma":[0.9993855,0.0002620596,0.00007544673,0.0001936951,0.00003109271,0.00005215693],"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":[0.000003385823,0.000006305117,0.00008738384,0.0002337321,0.00003857732,4.923298e-7,0.001306452,0.979995,0.01420951,0.0002258724,0.00004939474,0.003843907],"study_design_scores_gemma":[0.0002725236,0.00001096902,0.00005970797,0.0002015198,0.00002108454,4.826763e-7,0.0009874562,0.9955797,0.002107479,0.0001903383,0.0004212878,0.0001474381],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.4209716,0.00005846664,0.5768116,0.00001301104,0.0002748179,0.0003837536,0.00003074691,0.000256849,0.001199214],"genre_scores_gemma":[0.9601288,0.000008823567,0.03955956,0.00002649428,0.00007115424,0.00003319812,0.00002544934,0.00004819608,0.00009833309],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.5391572,"threshold_uncertainty_score":0.5693787,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W7125517016","doi":"10.1002/cepa.70041","title":"Experimental study of stainless steel angle sections 3D‐printed by wire‐laser additive manufacturing (WLAM)","year":2025,"lang":"en","type":"article","venue":"ce/papers","topic":"Innovations in Concrete and Construction Materials","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":"Université de Sherbrooke","funders":"","keywords":"Eurocode; Stub (electronics); Strain hardening exponent; Material properties; Hardening (computing); Indentation hardness","retraction":null,"screen_n_in":null,"score":{"opus":0.006654735087543538,"gpt":0.230103852410067,"spread":0.2234491173225235,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006260139,0.0001567383,0.0001923844,0.0001634983,0.0001301794,0.0000327437,0.0001201883,0.00006842674,0.0007087568],"category_scores_gemma":[0.000009457299,0.0001713698,0.00003930841,0.0002334102,0.00005731448,0.00009425519,0.00004849674,0.0001117635,0.000008688561],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000125637,"about_ca_system_score_gemma":0.00002194823,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00003523007,"about_ca_topic_score_gemma":0.000008188395,"domain_scores_codex":[0.9991874,0.00003092845,0.0003032786,0.0001875348,0.0001160452,0.0001747748],"domain_scores_gemma":[0.9996122,0.00003710419,0.00004468726,0.0002266211,0.00005361278,0.00002581334],"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":[0.00004977882,0.0002100756,0.0002814021,0.00007566896,0.0005326653,0.000006125579,0.002294528,0.002868208,0.981901,0.001027877,0.004004455,0.00674817],"study_design_scores_gemma":[0.0006796198,0.00006872296,0.0005891354,0.00003165324,0.00002755067,0.000002184797,0.02046935,0.0001482798,0.9677434,0.00001183244,0.0100589,0.0001693956],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9431147,0.00003671654,0.0001171773,0.000008680664,0.0009723616,0.0002922677,0.00007660548,0.0001813275,0.05520019],"genre_scores_gemma":[0.9986206,0.000005481547,0.0000970116,0.00003927993,0.00004541459,0.00009990761,0.00003112685,0.0000204389,0.00104069],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.05550598,"threshold_uncertainty_score":0.7760389,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W7125502119","doi":"10.1002/cepa.70200","title":"Second‐Order Effects on EBF Yielding Links: New Design Equations for Overstrength and Capacity","year":2025,"lang":"en","type":"article","venue":"ce/papers","topic":"Seismic Performance and 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":"University of Toronto","funders":"","keywords":"Shear (geology); Finite element method; Flexural strength; Reduction (mathematics); Bracing","retraction":null,"screen_n_in":null,"score":{"opus":0.01603180651852289,"gpt":0.2225211721685166,"spread":0.2064893656499937,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00007139795,0.0001141511,0.0001370791,0.00009061625,0.00009844537,0.00003165974,0.00006021358,0.000101208,0.00007527432],"category_scores_gemma":[0.00009642384,0.0001115356,0.0000538219,0.0001934282,0.00001279593,0.00007147103,0.000008567346,0.0001412934,0.000007383169],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00004767404,"about_ca_system_score_gemma":0.00002691024,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001044113,"about_ca_topic_score_gemma":0.00001396885,"domain_scores_codex":[0.9995284,0.000007804,0.0001009645,0.0001369148,0.0000521058,0.0001737869],"domain_scores_gemma":[0.9994087,0.0003917834,0.00001331195,0.0001210228,0.000012225,0.00005298515],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00008218303,0.00006302116,0.001290186,0.00149778,0.001543495,0.000005774839,0.003729847,0.3130763,0.1207167,0.006095021,0.05766006,0.4942396],"study_design_scores_gemma":[0.002902193,0.0002173289,0.002566338,0.0006207604,0.0005101108,0.000001561194,0.0006197648,0.7753106,0.1098099,0.001603896,0.1049731,0.0008644583],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7764435,0.0008921107,0.1639049,0.0006650917,0.0008907585,0.0006424072,0.00001783381,0.000452146,0.05609122],"genre_scores_gemma":[0.995717,0.00008709796,0.001643529,0.0007087294,0.0001020612,0.00002651418,0.000007793006,0.00001296658,0.001694327],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4933752,"threshold_uncertainty_score":0.4548291,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4206692714","doi":"10.1002/cepa.1635","title":"Development of Novel Connection Joints for Glass‐Plastic‐Composite Panels","year":2021,"lang":"en","type":"article","venue":"ce/papers","topic":"Structural Analysis of Composite Materials","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":"Arup Group (Canada)","funders":"","keywords":"Materials science; Composite material; Composite number; Clamping; Epoxy; Adhesive; Damage tolerance; Sandwich-structured composite; Mechanical engineering; Layer (electronics); Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.01821191696784901,"gpt":0.2230122890063484,"spread":0.2048003720384994,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006018069,0.0001475751,0.0002772619,0.00006303142,0.00006105524,0.00003318677,0.00009224845,0.00005993016,0.0002546659],"category_scores_gemma":[0.00003977898,0.0001439926,0.00009374732,0.0001050416,0.0000171405,0.00005191207,0.00003228592,0.00004009438,0.00001326644],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00006992558,"about_ca_system_score_gemma":0.00002331996,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000001503408,"about_ca_topic_score_gemma":0.000006865332,"domain_scores_codex":[0.9991625,0.000007835751,0.0003403665,0.0001679976,0.0001355654,0.0001857565],"domain_scores_gemma":[0.9995728,0.0001011253,0.00005406576,0.0001408616,0.00007503013,0.00005616304],"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":[0.0000150303,0.00001190003,0.00009473326,0.0001426087,0.0001813029,0.000001178784,0.0001878324,0.006441931,0.9911059,0.0001441449,0.00003734597,0.001636153],"study_design_scores_gemma":[0.0005298298,0.00001007656,0.01294491,0.00005528294,0.00006687812,0.00001126627,0.00006830708,0.00319725,0.9765427,0.00001642162,0.006363405,0.000193741],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9937204,0.0000598824,0.003474244,0.00002218646,0.0008457036,0.000097214,0.00001998612,0.0000998109,0.001660539],"genre_scores_gemma":[0.9727685,0.000007639696,0.02690744,0.00002144242,0.00008224775,0.00001671901,0.00006221606,0.00002429486,0.0001095238],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0234332,"threshold_uncertainty_score":0.5871847,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4386641082","doi":"10.1002/cepa.2651","title":"Wind hazard on earthquake damaged buildings","year":2023,"lang":"en","type":"article","venue":"ce/papers","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Concordia University","funders":"","keywords":"Wind engineering; Return period; Building code; Structural engineering; Environmental science; Engineering; Geography","retraction":null,"screen_n_in":null,"score":{"opus":0.009543195943530288,"gpt":0.2099725244382758,"spread":0.2004293284947455,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.00009319397,0.000124968,0.0001377701,0.0001258548,0.00007949607,0.00002986692,0.0001302423,0.00005762613,0.0003471365],"category_scores_gemma":[0.00001482569,0.00011949,0.00009154853,0.0004885786,0.00002278794,0.00007065706,0.00001736693,0.0001508117,0.001440471],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002830049,"about_ca_system_score_gemma":0.000009262335,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000005054421,"about_ca_topic_score_gemma":0.000004691458,"domain_scores_codex":[0.9992999,0.000005829766,0.0001149517,0.0001495305,0.0001494159,0.000280406],"domain_scores_gemma":[0.9996699,0.00002693706,0.00001168193,0.0002130996,0.000008189173,0.00007017612],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","study_design_scores_codex":[0.00003017126,0.00003757031,0.009261433,0.0001803044,0.0005431657,0.0001555258,0.002674733,0.4840632,0.1922928,0.0005550935,0.107494,0.202712],"study_design_scores_gemma":[0.0007625545,0.0000729064,0.1078064,0.0001125237,0.00008400394,0.000005035709,0.0009970675,0.04009667,0.01439044,0.00005781486,0.8349295,0.0006849932],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.908494,0.00003421859,0.000006116006,0.0001692484,0.0002132331,0.00003494995,0.000004221463,0.0005232866,0.0905207],"genre_scores_gemma":[0.9956586,0.0001766111,0.00003172113,0.0003738267,0.0001398383,0.00000429303,0.00002198524,0.00002961277,0.003563492],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.7274356,"threshold_uncertainty_score":0.999337,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2756450013","doi":"10.1002/cepa.376","title":"11.49: Lifetime seismic performance assessment of steel frame structures","year":2017,"lang":"en","type":"article","venue":"ce/papers","topic":"Seismic Performance and 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":"Trinity College","funders":"","keywords":"Bracing; OpenSees; Structural engineering; Diagonal; Seismic analysis; Eurocode; Braced frame; Moment (physics); Frame (networking); Seismic hazard; Computer science; Pier; Range (aeronautics); Reliability engineering; Engineering; Reinforced concrete; Civil engineering; Mathematics; Brace","retraction":null,"screen_n_in":null,"score":{"opus":0.007452832822309204,"gpt":0.2403383622715783,"spread":0.232885529449269,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009893772,0.0001911693,0.000290124,0.00007361216,0.0002053913,0.00006514519,0.0004625966,0.0001007238,0.0003271378],"category_scores_gemma":[0.00001228994,0.0001718861,0.0001213158,0.00006895028,0.00009994643,0.0002502874,0.00005896777,0.0001929554,0.0000304076],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00005585025,"about_ca_system_score_gemma":0.00003694908,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00003759871,"about_ca_topic_score_gemma":0.000006894752,"domain_scores_codex":[0.9990547,0.000007187894,0.0002411229,0.0001773286,0.0002307598,0.0002889551],"domain_scores_gemma":[0.9991242,0.0000162737,0.00009979955,0.0006498646,0.00002851115,0.00008133098],"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":[0.00001912459,0.00006541441,0.2639317,0.0009473011,0.0008333297,0.00001699098,0.001030046,0.5000044,0.1533733,0.0004185803,0.004041429,0.07531842],"study_design_scores_gemma":[0.0005104913,0.00004769116,0.5701734,0.0001036374,0.0001107372,0.000005555034,0.0002128397,0.381655,0.01225834,0.00003538221,0.03448486,0.0004020369],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.940193,0.0001329353,0.00007087494,0.00007384033,0.0003044682,0.00006471498,0.00001168484,0.00009109494,0.05905738],"genre_scores_gemma":[0.9980913,0.0004249955,0.00037477,0.0001427681,0.0001479405,0.000008494349,0.00001260322,0.00002864409,0.000768434],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3062417,"threshold_uncertainty_score":0.7009313,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}