{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":53,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":53,"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":"075af4230f0b","filters":{"venue":"Engineering Journal"}},"results":[{"id":"W4394777771","doi":"10.62913/engj.v44i1.900","title":"The 2005 AISC Seismic Provisions for Structural Steel Buildings","year":2007,"lang":"en","type":"article","venue":"Engineering Journal","topic":"Fire effects on concrete materials","field":"Engineering","cited_by":157,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"Federal Emergency Management Agency","keywords":"Engineering; Seismic analysis; Steel design; Structural engineering; Seismic zone; Forensic engineering; Civil engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.003969803350742962,"gpt":0.2123669140862806,"spread":0.2083971107355377,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001139041,0.0002116205,0.0001834342,0.000110044,0.0002724374,0.0002681167,0.0002945774,0.00008444193,0.00002111519],"category_scores_gemma":[0.0002175185,0.0001567376,0.0001089128,0.00009361879,0.00001922233,0.0001783725,0.00002643081,0.0003488297,0.00001152954],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001491757,"about_ca_system_score_gemma":0.00002092974,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000001388839,"about_ca_topic_score_gemma":0.000001640003,"domain_scores_codex":[0.9986452,0.00001009771,0.0003796728,0.0001081471,0.0001890755,0.0006678259],"domain_scores_gemma":[0.9991049,0.0004370445,0.00005137628,0.000177527,0.00005098958,0.0001782029],"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":[0.00005638392,0.00000316037,0.00004412264,0.0001649035,0.0002118037,0.00004035054,0.0002834872,0.6178697,0.3245996,0.001108656,0.02452743,0.03109038],"study_design_scores_gemma":[0.0008158984,0.00008714677,0.001335645,0.0001188509,0.00003576916,0.0005189315,0.00004214616,0.5785313,0.04320491,0.0001242525,0.3747149,0.0004702985],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6766689,0.001237907,0.3154356,0.0002094687,0.005474544,0.0003847364,0.00001388581,0.0004458901,0.0001290202],"genre_scores_gemma":[0.9831782,0.00005370409,0.01494213,0.00003131041,0.001508551,0.00001481996,0.000002365508,0.0001002482,0.0001686512],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3501875,"threshold_uncertainty_score":0.6391574,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3020082884","doi":"10.62913/engj.v40i2.802","title":"Achieving a Stable Inelastic Seismic Response for Multi-Story Concentrically Braced Steel Frames","year":2003,"lang":"en","type":"article","venue":"Engineering Journal","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":73,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada; Canadian Institute of Steel Construction","keywords":"Bracing; Brace; Structural engineering; Braced frame; Buckling; Diagonal; Compression (physics); Tension (geology); Plastic hinge; Engineering; Seismic analysis; Hinge; Geotechnical engineering; Materials science; Mathematics; Mechanical engineering; Geometry; Composite material","retraction":null,"screen_n_in":null,"score":{"opus":0.01326452315712749,"gpt":0.2257186815913875,"spread":0.21245415843426,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007176497,0.0002320675,0.000292192,0.0002928432,0.000163794,0.00009957123,0.0001702831,0.00009989129,0.00005193324],"category_scores_gemma":[0.0006173711,0.000230564,0.0001658525,0.0002813527,0.00001395945,0.0002836803,0.00001136142,0.0005958461,0.00001959546],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002193606,"about_ca_system_score_gemma":0.00007475015,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":5.18595e-7,"about_ca_topic_score_gemma":1.87311e-7,"domain_scores_codex":[0.9987844,0.00004433764,0.0003298127,0.0001449985,0.0001770762,0.0005193657],"domain_scores_gemma":[0.999239,0.0002862368,0.00005435855,0.0001609236,0.00006523034,0.0001942149],"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":[0.00003737334,0.0000180632,0.0003025759,0.00004646069,0.0001337327,0.00001776916,0.0002306069,0.976145,0.02122668,0.00002922307,0.001110897,0.0007016472],"study_design_scores_gemma":[0.001030624,0.0000495436,0.001412205,0.0001031291,0.00005809533,0.0001201326,0.0001343423,0.9250508,0.001436648,0.000003659928,0.07029969,0.0003011154],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.4399009,0.001434293,0.5578578,0.00003775618,0.0005083928,0.00007311734,0.000005352105,0.000156851,0.00002559742],"genre_scores_gemma":[0.9703788,0.000167965,0.02861695,0.0000822836,0.0001950264,0.00001805317,0.000002375891,0.00007240313,0.0004661261],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.5304779,"threshold_uncertainty_score":0.9402126,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2890562084","doi":"10.62913/engj.v54i3.1117","title":"Effective Shear Plane Model for Tearout and Block Shear Failure of Bolted Connections","year":2017,"lang":"en","type":"article","venue":"Engineering Journal","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":40,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"Department of Education and Training; Australian Government","keywords":"Shear (geology); Structural engineering; Direct shear test; Ultimate tensile strength; Steel design; Shear stress; Engineering; Materials science; Composite material","retraction":null,"screen_n_in":null,"score":{"opus":0.006603605850320984,"gpt":0.213824034665324,"spread":0.207220428815003,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001565649,0.0001673547,0.0002832837,0.000164684,0.0002381257,0.0001219044,0.0001664497,0.00009101123,0.000007430626],"category_scores_gemma":[0.0002213078,0.0001620019,0.0001104597,0.00004964835,0.00002941018,0.0001726584,0.00002881207,0.0003508222,0.000001496642],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00005460118,"about_ca_system_score_gemma":0.00001020326,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001308622,"about_ca_topic_score_gemma":0.000004095061,"domain_scores_codex":[0.9992931,0.000006456076,0.0002147978,0.0001212811,0.0001219478,0.0002423526],"domain_scores_gemma":[0.9994189,0.00009466507,0.00006774807,0.0002303334,0.00006430449,0.000124078],"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":[0.000009439522,0.000003577122,0.0003494532,0.00008218961,0.0002579642,0.000003457191,0.000233759,0.9284495,0.06976128,0.0001106063,0.0002743977,0.0004643619],"study_design_scores_gemma":[0.0005542617,0.00004208842,0.008686887,0.00009162722,0.0001004849,0.0001675866,0.00002604807,0.973497,0.01635137,0.00008215634,0.0002182527,0.0001822868],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9169508,0.0002842965,0.08179957,0.0001042471,0.0003935163,0.0001839115,0.0000361782,0.0001550928,0.00009238369],"genre_scores_gemma":[0.9839682,0.00002472922,0.01567798,0.000002184483,0.0002118364,0.00001081017,0.00000199997,0.00004078075,0.0000615029],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.06701736,"threshold_uncertainty_score":0.6606246,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2187011863","doi":"10.62913/engj.v40i1.800","title":"Updating Standard Shape Material Properties Database for Design and Reliability","year":2003,"lang":"en","type":"article","venue":"Engineering Journal","topic":"High Temperature Alloys and Creep","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Reliability (semiconductor); Database; Computer science; Reliability engineering; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.01002734470460466,"gpt":0.1912310199280191,"spread":0.1812036752234145,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006293941,0.0001587845,0.0001689738,0.00005309876,0.0001141626,0.0001804241,0.00007492903,0.00005804561,0.00006985468],"category_scores_gemma":[0.0001829907,0.0001345103,0.00003572996,0.00005570317,0.0000124757,0.0002300466,0.00001031705,0.0002272189,0.000001338943],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00005157408,"about_ca_system_score_gemma":0.00002399536,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":3.271272e-7,"about_ca_topic_score_gemma":1.001359e-7,"domain_scores_codex":[0.9992401,0.00002305122,0.0002301922,0.0001170135,0.0001160542,0.0002736083],"domain_scores_gemma":[0.9996541,0.00004354775,0.00001989718,0.0001149083,0.00004989452,0.0001177251],"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":[0.000138744,0.00001756407,0.0000729138,0.0004955508,0.00009604545,0.00002674939,0.0004533008,0.6858962,0.3054196,0.001598342,0.00409141,0.001693591],"study_design_scores_gemma":[0.002380453,0.0003770504,0.0002009115,0.0004700284,0.00009245759,0.0007591714,0.0001980497,0.6823982,0.2007779,0.0002200207,0.1110107,0.001114986],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.47878,0.0007567237,0.5187892,0.00003467015,0.001042896,0.000262036,0.00002995094,0.0002239481,0.00008055293],"genre_scores_gemma":[0.8014104,0.00007996625,0.1981599,0.000009877563,0.0002473465,0.00002143911,0.000003727373,0.00005064494,0.00001671266],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.3226304,"threshold_uncertainty_score":0.5485171,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4394746150","doi":"10.62913/engj.v38i3.761","title":"Seismic Behavior and Design of Concentrically Braced Steel Frames","year":2001,"lang":"en","type":"article","venue":"Engineering Journal","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":true},"ca_institutions":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada; Canadian Institute of Steel Construction","keywords":"Bracing; Braced frame; Structural engineering; Seismic analysis; Geology; Engineering; Geotechnical engineering; Brace; Frame (networking); Mechanical engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.009562723099920763,"gpt":0.2063331843875215,"spread":0.1967704612876008,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001253071,0.000115698,0.0001861143,0.0001501612,0.0000328852,0.00003315529,0.00009373079,0.00005508067,0.00005317668],"category_scores_gemma":[0.00001904376,0.0001094912,0.00005112637,0.0001820843,0.00001374946,0.000155864,0.00001077561,0.0002456722,0.000004509415],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0000316205,"about_ca_system_score_gemma":0.00001162068,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000001274734,"about_ca_topic_score_gemma":4.317581e-8,"domain_scores_codex":[0.9993615,0.000007092276,0.0002320569,0.00006506601,0.0001283467,0.0002059326],"domain_scores_gemma":[0.9997178,0.00003923144,0.0000326505,0.00008141785,0.00002918263,0.00009966904],"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":[0.000004074832,0.0000099207,0.004284002,0.00001291958,0.0000577624,0.00003285485,0.0001094839,0.9780782,0.01082592,0.000005373531,0.0002383833,0.006341127],"study_design_scores_gemma":[0.0003360134,0.00003314614,0.0112946,0.00004977468,0.00006080942,0.0003888786,0.00004450476,0.9842666,0.001530833,0.000006342168,0.001842373,0.0001460649],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6678169,0.001188329,0.3307222,0.00001661428,0.0001301858,0.00003421171,9.595479e-7,0.00006083136,0.00002975715],"genre_scores_gemma":[0.9931493,0.001584657,0.005052454,0.0000177113,0.0001179052,0.000003343479,6.939581e-7,0.00002150312,0.00005241329],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3256697,"threshold_uncertainty_score":0.446492,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4394746005","doi":"10.62913/engj.v47i1.975","title":"Critical Evaluation of Equivalent Moment Factor Procedures for Laterally Unsupported Beams","year":2010,"lang":"en","type":"article","venue":"Engineering Journal","topic":"Probabilistic and Robust Engineering Design","field":"Decision Sciences","cited_by":26,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Golder Associates (Canada); University of Alberta","funders":"","keywords":"Moment (physics); Bending moment; Mathematics; Shear and moment diagram; Point (geometry); Square (algebra); Moment distribution method; Statistics; Structural engineering; Bending; Geometry; Physics; Engineering; Classical mechanics; Bending stiffness","retraction":null,"screen_n_in":null,"score":{"opus":0.1110397293916362,"gpt":0.3938440677685861,"spread":0.28280433837695,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaresearch"],"consensus_categories":[],"category_scores_codex":[0.004161953,0.0001468093,0.0002447118,0.0002570721,0.00007795476,0.000152085,0.0004075629,0.00009507408,0.0003766903],"category_scores_gemma":[0.01440686,0.000106418,0.0001411423,0.0001923643,0.00003829497,0.0002275496,0.00003309285,0.0003177343,0.000008066884],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00005368829,"about_ca_system_score_gemma":0.000268444,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":5.16691e-7,"about_ca_topic_score_gemma":5.770092e-7,"domain_scores_codex":[0.9972842,0.00003568789,0.0006880205,0.0002086897,0.001485484,0.0002979086],"domain_scores_gemma":[0.9974176,0.0007513965,0.0001355082,0.0002496267,0.001248002,0.0001978907],"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":[0.00006787092,0.0002334066,0.0009067989,0.0001464888,0.0001214839,0.000008719742,0.0009574028,0.8107035,0.1472853,0.012499,0.004872943,0.02219715],"study_design_scores_gemma":[0.00137199,0.0003104238,0.02565521,0.0001263401,0.0001159709,0.0002190163,0.00006268045,0.9437754,0.007169824,0.01557224,0.005229475,0.0003915064],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2347714,0.0001019819,0.7622424,0.0003003335,0.00222069,0.0002570188,0.0000181833,0.00003552695,0.00005238717],"genre_scores_gemma":[0.9533062,0.000003005526,0.04609739,0.000009527416,0.0004274308,0.00002388057,0.00000161275,0.0000183352,0.0001125891],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.7185348,"threshold_uncertainty_score":0.9938952,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4394745785","doi":"10.62913/engj.v44i2.906","title":"Improving the Seismic Stability of Concentrically Braced Steel Frames","year":2007,"lang":"en","type":"article","venue":"Engineering Journal","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":20,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":true},"ca_institutions":"Polytechnique Montréal; Dessau-Soprin (Canada); Research Canada","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Buckling; Braced frame; Structural engineering; Bracing; Instability; Seismic analysis; Modal; Stability (learning theory); Engineering; Compression (physics); Frame (networking); Brace; Computer science; Materials science; Mechanical engineering; Composite material; Mechanics","retraction":null,"screen_n_in":null,"score":{"opus":0.005784064768927698,"gpt":0.1932744471051124,"spread":0.1874903823361846,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007373833,0.0001276481,0.0001858129,0.0001081175,0.00006446461,0.00003649341,0.0002210163,0.00005864567,0.00005628331],"category_scores_gemma":[0.00008780676,0.00009364596,0.0001224755,0.0002851212,0.00002544572,0.0001546854,0.00002120749,0.0004859798,0.000004877687],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0000866496,"about_ca_system_score_gemma":0.00002232548,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00000588581,"about_ca_topic_score_gemma":7.30674e-7,"domain_scores_codex":[0.9989891,0.000008131943,0.000388548,0.00007553733,0.0002185656,0.0003201095],"domain_scores_gemma":[0.9994766,0.0001307526,0.00006431778,0.0001786264,0.00005787508,0.00009180828],"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":[0.00001069796,0.00001765993,0.003509289,0.00007408345,0.000158114,0.00001638683,0.0008202826,0.8963294,0.07323556,0.00004062754,0.000240103,0.02554781],"study_design_scores_gemma":[0.0002604041,0.00002225143,0.008170904,0.00003848063,0.00003921941,0.00006415035,0.000400322,0.9552355,0.03360926,0.000009492679,0.001993649,0.0001563386],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6894526,0.0007513715,0.3092623,0.00002890053,0.00029144,0.00003292866,0.000001516667,0.00006970404,0.0001091862],"genre_scores_gemma":[0.9979314,0.00009548391,0.001650269,0.00003738043,0.0002506641,8.64909e-7,7.003421e-7,0.00002041099,0.00001284392],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3084787,"threshold_uncertainty_score":0.3818772,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4394747358","doi":"10.62913/engj.v57i3.1166","title":"Evaluation of AISC Seismic Design Methods for Steel Multi-Tiered Special Concentrically Braced Frames","year":2020,"lang":"en","type":"article","venue":"Engineering Journal","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":19,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada; University of Alberta; Polytechnique Montréal; Canadian Institute of Steel Construction","keywords":"Structural engineering; Braced frame; Flexural strength; Buckling; Brace; Bracing; Seismic analysis; Instability; Bending; Compression (physics); Column (typography); Nonlinear system; Seismic loading; Frame (networking); Finite element method; Engineering; Geology; Materials science; Mechanics; Physics; Connection (principal bundle); Composite material; Mechanical engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.06659838405828776,"gpt":0.3227292565129015,"spread":0.2561308724546137,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001306863,0.000160747,0.0003067192,0.0001277707,0.00004694517,0.00004124071,0.0001746617,0.00008236034,0.0001067936],"category_scores_gemma":[0.0005267248,0.0001577552,0.0001660014,0.0002713094,0.00001093114,0.0001803279,0.0000126602,0.0002755825,0.000005420281],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001127997,"about_ca_system_score_gemma":0.00007624299,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":4.536139e-7,"about_ca_topic_score_gemma":4.855738e-8,"domain_scores_codex":[0.9988308,0.00007166981,0.0004080923,0.0001145495,0.0003253242,0.0002495938],"domain_scores_gemma":[0.9993135,0.0001435079,0.00008051084,0.00009098044,0.0002273512,0.0001441589],"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":[0.00001609112,0.000008666755,0.00001565605,0.00003081058,0.0002087183,0.000001010402,0.0004605596,0.9258883,0.0190459,0.000004783534,0.0008930248,0.05342647],"study_design_scores_gemma":[0.001214129,0.00006819778,0.0001758184,0.00003548655,0.0002583722,0.00001016471,0.00008243293,0.9780278,0.01555037,0.00002659211,0.004383645,0.0001670407],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.0286253,0.001244366,0.9692083,0.00009453905,0.0005217451,0.0001846231,0.000005227225,0.00008132151,0.00003458613],"genre_scores_gemma":[0.6159604,0.0001468697,0.3823012,0.00006912358,0.001447585,0.00001623041,0.00000400834,0.00004314395,0.00001147038],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.5873351,"threshold_uncertainty_score":0.6433071,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4394745924","doi":"10.62913/engj.v40i1.799","title":"Design Recommendations for Bolted Rectangular HSS Flange-Plate Connections in Axial Tension","year":2003,"lang":"en","type":"article","venue":"Engineering Journal","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":15,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada; University of Toronto; Deutsche Forschungsgemeinschaft","keywords":"Flange; Structural engineering; Truss; Stiffness; Tension (geology); Buckling; Engineering; Fastener; Materials science; Ultimate tensile strength; Composite material","retraction":null,"screen_n_in":null,"score":{"opus":0.01995398646454285,"gpt":0.2285821528601339,"spread":0.208628166395591,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003964835,0.000172466,0.0002140915,0.0004076559,0.0001215493,0.00007248654,0.00009638161,0.00009273899,0.00008737529],"category_scores_gemma":[0.0003550719,0.0001787793,0.0001011605,0.0004179376,0.000006343106,0.0001485224,0.000006179525,0.0004105696,0.000009510164],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000210088,"about_ca_system_score_gemma":0.00001899998,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000006806915,"about_ca_topic_score_gemma":0.000004934058,"domain_scores_codex":[0.9990616,0.00003859077,0.0003255268,0.0001317133,0.0001080931,0.0003344857],"domain_scores_gemma":[0.9994801,0.0001786425,0.00003751509,0.0001339852,0.00006247424,0.000107337],"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":[0.000007279563,0.000007043478,0.00006380273,0.00001503427,0.0001033716,0.00001446114,0.000177617,0.8825568,0.1139834,0.0002235483,0.001747578,0.001100032],"study_design_scores_gemma":[0.001428577,0.00007614732,0.001131231,0.000171743,0.0001065171,0.000629109,0.0001305723,0.9076049,0.06491133,0.0005303879,0.02269041,0.0005890966],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1109969,0.0006160915,0.8850036,0.0002713672,0.002292574,0.0002498653,0.000008273537,0.0004027772,0.0001584921],"genre_scores_gemma":[0.8680982,0.0001060514,0.1313382,0.0000157209,0.000237639,0.0000289642,0.00001181738,0.00007360524,0.00008975929],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.7571013,"threshold_uncertainty_score":0.7290407,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4394777718","doi":"10.62913/engj.v39i1.770","title":"Story-Based Effective Length Factors for Unbraced PR Frames","year":2002,"lang":"en","type":"article","venue":"Engineering Journal","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":14,"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":"Buckling; Structural engineering; Stiffness; Column (typography); Computer science; Mathematics; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.007229090354697603,"gpt":0.188555482371474,"spread":0.1813263920167764,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001631077,0.0002810426,0.0003016969,0.0003082697,0.0001429808,0.0001069827,0.0001968809,0.0001181262,0.0001222453],"category_scores_gemma":[0.0003531968,0.0002589907,0.0002580221,0.0002364668,0.00001430215,0.0001681284,0.00001000708,0.0006667461,0.00001765324],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002482465,"about_ca_system_score_gemma":0.000006530809,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000001887723,"about_ca_topic_score_gemma":6.431774e-7,"domain_scores_codex":[0.9989558,0.00002114865,0.0002243094,0.0001594384,0.0002171834,0.0004221317],"domain_scores_gemma":[0.9990974,0.0004275131,0.00004852708,0.0001827045,0.00005970318,0.0001841362],"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":[0.000004741873,0.000008902497,0.0006182163,0.00006524626,0.0002997812,0.000009077039,0.0003880574,0.9689293,0.02472026,0.00003560097,0.001830639,0.003090207],"study_design_scores_gemma":[0.0007461243,0.00008979751,0.007331417,0.00006996385,0.0001097141,0.00002949653,0.00005416058,0.9265102,0.05459632,0.00002084913,0.0099711,0.0004708164],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8321463,0.001450001,0.1638328,0.0000823455,0.001434801,0.0002409119,0.00001502078,0.000692024,0.0001057703],"genre_scores_gemma":[0.9885226,0.00001768901,0.01086337,0.00001095009,0.0003809723,0.00002200993,0.000003870345,0.00008684735,0.0000916905],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1563763,"threshold_uncertainty_score":0.9999862,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4394747031","doi":"10.62913/engj.v51i4.1071","title":"Effective Weld Properties for Hollow Structural Section T-Connections under Branch In-Plane Bending","year":2014,"lang":"en","type":"article","venue":"Engineering Journal","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto","funders":"University of Toronto","keywords":"Welding; Structural engineering; Fillet weld; Bending; Bending moment; Section (typography); Joint (building); Transverse plane; High strength steel; Materials science; Engineering; Composite material; Computer science","retraction":null,"screen_n_in":null,"score":{"opus":0.006244992495340627,"gpt":0.1942662859496349,"spread":0.1880212934542942,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002408564,0.0002219481,0.0002643178,0.0004157104,0.000160924,0.0001304126,0.0001202571,0.0001028869,0.00002404286],"category_scores_gemma":[0.0001514421,0.0002032879,0.0001334243,0.0002863869,0.00001159348,0.000254732,0.00001288882,0.0005450833,0.000003979298],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002748271,"about_ca_system_score_gemma":0.000007835461,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0000250097,"about_ca_topic_score_gemma":0.00003043416,"domain_scores_codex":[0.9990159,0.00002378283,0.0002757427,0.0001611796,0.0001498937,0.0003735632],"domain_scores_gemma":[0.9995642,0.0001339689,0.00003976698,0.0001224144,0.00004434144,0.00009527374],"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":[0.000009822957,0.000001711247,0.0006554252,0.00006161465,0.000109243,0.000001183559,0.0001686194,0.8423365,0.1548896,0.0001540922,0.00004301098,0.001569195],"study_design_scores_gemma":[0.001182999,0.0001138008,0.05538722,0.0002382739,0.0000921493,0.0004650439,0.00009496765,0.8421639,0.09834924,0.0004678327,0.0008800144,0.0005645292],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9022362,0.0002019054,0.09465463,0.00004587781,0.002330424,0.0001678029,0.00000291588,0.000260469,0.0000998311],"genre_scores_gemma":[0.9972616,0.000009614533,0.001511997,0.000007167333,0.001067226,0.00003234921,0.000004152955,0.0000564959,0.00004941098],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.09502544,"threshold_uncertainty_score":0.828984,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4394745731","doi":"10.62913/engj.v46i4.965","title":"Design and Behavior of Multi-Orientation Fillet Weld Connections","year":2009,"lang":"en","type":"article","venue":"Engineering Journal","topic":"Fatigue and fracture mechanics","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Waiward Steel (Canada); Canadian Natural Resources; University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Welding; Fillet weld; Fillet (mechanics); Structural engineering; Materials science; Ductility (Earth science); Transverse plane; Joint (building); Weld line; Composite material; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.01388933296137191,"gpt":0.2224135457818146,"spread":0.2085242128204427,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00009896581,0.00007807539,0.0000890211,0.00009473067,0.00003350309,0.00001828342,0.00003769395,0.00004489584,0.00001936845],"category_scores_gemma":[0.00002464378,0.00007797357,0.00002492777,0.00007520511,0.000003408477,0.00009786947,0.000002461253,0.0001849157,0.000001305545],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001917714,"about_ca_system_score_gemma":0.000004481114,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":4.707375e-7,"about_ca_topic_score_gemma":1.366907e-7,"domain_scores_codex":[0.9996312,0.000006020217,0.0001440668,0.00004532412,0.00006758805,0.0001057875],"domain_scores_gemma":[0.9998166,0.00002684645,0.00002188993,0.00005231116,0.00002480662,0.00005755455],"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":[0.000003191389,0.00003149348,0.0000390272,0.0000179209,0.00002232826,0.00001525993,0.0005008036,0.8992067,0.08866245,0.0002621618,0.0003402357,0.01089841],"study_design_scores_gemma":[0.0007439893,0.0001834767,0.007388689,0.00007310083,0.00006912844,0.0003264918,0.00007431352,0.9335096,0.05643794,0.0000565966,0.0008974672,0.0002391567],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.0877594,0.0004370467,0.9111702,0.00002286882,0.0004612839,0.00006099752,0.000001256203,0.0000707001,0.00001626967],"genre_scores_gemma":[0.9324889,0.0001084211,0.06730139,0.000008679463,0.00006656218,0.00000250082,0.000001183203,0.00001195461,0.00001046238],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.8447294,"threshold_uncertainty_score":0.317967,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2596002755","doi":"10.62913/engj.v37i1.733","title":"Design of Concrete-Filled Hollow Structural Steel Columns for Fire Endurance","year":2000,"lang":"en","type":"article","venue":"Engineering Journal","topic":"Fire effects on concrete materials","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Canadian Wood Council; National Research Council Canada","funders":"","keywords":"Materials science; Structural engineering; Fire performance; Composite material; Forensic engineering; Fire resistance; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.007959101283533406,"gpt":0.1974153204420262,"spread":0.1894562191584928,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0003492682,0.0002514987,0.0004337697,0.00007538557,0.00006971944,0.00008256565,0.0002507297,0.0001150192,0.000605538],"category_scores_gemma":[0.00009583751,0.000255277,0.0001235679,0.0001225332,0.00002253747,0.0001984317,0.000008647109,0.0002283177,0.00001227554],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00007848,"about_ca_system_score_gemma":0.00002728961,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000002176336,"about_ca_topic_score_gemma":9.545032e-8,"domain_scores_codex":[0.9987707,0.00003471293,0.000457844,0.0001324218,0.0001929773,0.0004114101],"domain_scores_gemma":[0.9993029,0.0002588832,0.00006324377,0.0001854146,0.00005992307,0.0001297001],"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":[0.00006210105,7.331765e-7,0.00001047331,0.0001588293,0.0001069285,0.00001474223,0.0001552842,0.7009336,0.2936004,0.00001713491,0.001042086,0.003897666],"study_design_scores_gemma":[0.001619546,0.000162746,0.0007219253,0.0001975663,0.0000414842,0.0002209847,0.000008754221,0.9338675,0.05948966,0.0000154071,0.003255446,0.000398976],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9506745,0.0008325162,0.04616667,0.00001802336,0.001449064,0.0004545507,0.0000448007,0.0002662505,0.00009362462],"genre_scores_gemma":[0.9698912,0.00008855598,0.0293123,0.0000106273,0.0004202137,0.00003300236,0.000004649697,0.00009080146,0.0001486604],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2341107,"threshold_uncertainty_score":0.9999899,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4394778112","doi":"10.62913/engj.v38i1.748","title":"Steel Plate Shear Walls—An Overview","year":2001,"lang":"en","type":"article","venue":"Engineering Journal","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Steel plate shear wall; Shear wall; Structural engineering; Infill; Bracing; OpenSees; Shear (geology); Full scale; Engineering; Finite element method; Ductility (Earth science); Dissipation; Geotechnical engineering; Geology; Materials science; Brace; Composite material","retraction":null,"screen_n_in":null,"score":{"opus":0.01794804635954864,"gpt":0.2291653811742208,"spread":0.2112173348146721,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001787683,0.0001620401,0.0001848705,0.0001805022,0.00006811294,0.00008984134,0.0001849992,0.00005891171,0.0003563458],"category_scores_gemma":[0.000007728085,0.0001537254,0.0001293481,0.0002440801,0.000005265115,0.0004399993,0.0000122182,0.0003898534,0.0001100588],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00007279056,"about_ca_system_score_gemma":0.0000101919,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000002493211,"about_ca_topic_score_gemma":8.480081e-7,"domain_scores_codex":[0.9991468,0.000006174756,0.0002368504,0.000089788,0.0001786866,0.0003417384],"domain_scores_gemma":[0.9995929,0.00001114429,0.00002036256,0.0001659076,0.00002202898,0.0001876339],"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":[0.000002461331,0.00001079361,0.0004537728,0.0000260795,0.0001100534,0.00009293066,0.0001466494,0.9858696,0.002158679,0.00005164432,0.0008704379,0.01020687],"study_design_scores_gemma":[0.0002851679,0.00002987847,0.004630972,0.00009174497,0.00003883378,0.0006859999,0.00004194043,0.8971291,0.0002545787,0.00002651723,0.0965124,0.0002728236],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9530472,0.006782851,0.03736435,0.00007823437,0.0009207303,0.00003969578,0.000002297529,0.0004847619,0.001279873],"genre_scores_gemma":[0.9875162,0.00781005,0.003211078,0.0001003615,0.0009694208,0.000003306278,0.000005039654,0.00006667239,0.0003178339],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.09564196,"threshold_uncertainty_score":0.6268739,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4394778017","doi":"10.62913/engj.v52i4.1087","title":"Weld Effective Lengths for Rectangular HSS Overlapped K-Connections","year":2015,"lang":"en","type":"article","venue":"Engineering Journal","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":12,"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":"Truss; Structural engineering; Welding; Span (engineering); Point (geometry); Reliability (semiconductor); Engineering; Materials science; Mathematics; Mechanical engineering; Geometry; Physics","retraction":null,"screen_n_in":null,"score":{"opus":0.008375652566091614,"gpt":0.2104098091826723,"spread":0.2020341566165807,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003342391,0.0002202168,0.0002713402,0.0002109169,0.0001015584,0.0001060602,0.0001657346,0.0001022534,0.0000289966],"category_scores_gemma":[0.0004880558,0.0002186764,0.0002080376,0.0002983977,0.00001035799,0.0001999923,0.00001822572,0.000453956,0.00002275492],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003227062,"about_ca_system_score_gemma":0.00002051455,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00000724188,"about_ca_topic_score_gemma":0.000002340176,"domain_scores_codex":[0.9989984,0.00001749261,0.000253256,0.0001482077,0.0002044973,0.0003781257],"domain_scores_gemma":[0.9992377,0.0001690724,0.00002752275,0.0001830791,0.0001152746,0.000267379],"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":[0.00001986605,0.000007837752,0.0001548503,0.00005004034,0.0005205324,0.00002091664,0.0004064471,0.9417086,0.04770524,0.000271573,0.004880665,0.004253487],"study_design_scores_gemma":[0.002201503,0.0002424996,0.002621255,0.0001662856,0.0003102617,0.0008978944,0.0002875846,0.8439446,0.09411693,0.0006005659,0.05366118,0.0009494215],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7538072,0.002160054,0.2347909,0.0001603356,0.006234156,0.0004234179,0.00001971337,0.001192906,0.001211294],"genre_scores_gemma":[0.9879551,0.00002803164,0.01072367,0.000009984801,0.001038184,0.00004007341,0.000004600479,0.00008070456,0.0001196701],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2341479,"threshold_uncertainty_score":0.8917363,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4394745840","doi":"10.62913/engj.v43i1.870","title":"Effect of Loading Angle on the Behavior of Fillet Welds","year":2006,"lang":"en","type":"article","venue":"Engineering Journal","topic":"Welding Techniques and Residual Stresses","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":true},"ca_institutions":"University of Alberta; Buckland & Taylor (Canada)","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Welding; Fillet weld; Toughness; Fillet (mechanics); Composite material; Structural engineering; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.003599587649867633,"gpt":0.1976064130854565,"spread":0.1940068254355889,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002401509,0.0001076211,0.0001543891,0.00008964549,0.0000313133,0.00001488604,0.0001440393,0.00005451058,0.00005347216],"category_scores_gemma":[0.00003368785,0.00006881887,0.00008810781,0.0001046088,0.0000140835,0.00002967051,0.00001298498,0.0002497813,0.000001301348],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0000241667,"about_ca_system_score_gemma":0.000002994263,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000008927322,"about_ca_topic_score_gemma":2.942581e-7,"domain_scores_codex":[0.9994534,0.00001452989,0.0002015577,0.00004359927,0.0001438081,0.0001430687],"domain_scores_gemma":[0.9996417,0.0001655243,0.00004174438,0.0001089628,0.00001662661,0.00002546909],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00001466809,0.0000360098,0.001482496,0.000232414,0.00005347101,0.00003543621,0.000044573,0.8635501,0.1209971,0.0006155305,0.01010912,0.002829059],"study_design_scores_gemma":[0.0001606729,0.0002521335,0.002526776,0.0002721742,0.00002896834,0.00005772316,0.00000341283,0.003983599,0.9905676,0.00001848484,0.002021304,0.0001072018],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9944375,0.0004651807,0.003617766,0.00002009596,0.0002587709,0.00009961378,0.000005421396,0.0001124303,0.0009832636],"genre_scores_gemma":[0.999023,0.00003940661,0.0007175767,0.000001250216,0.000158205,0.00001049458,7.111616e-7,0.00002358477,0.00002579229],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.8695704,"threshold_uncertainty_score":0.2806352,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4394747392","doi":"10.62913/engj.v56i3.1150","title":"Weld Effective Lengths for Round HSS Cross-Connections under Branch Axial Loading","year":2019,"lang":"en","type":"article","venue":"Engineering Journal","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Toronto; Dalhousie University","funders":"","keywords":"Welding; Fillet weld; Structural engineering; Fillet (mechanics); Cross section (physics); Engineering; Materials science; Mechanical engineering; Physics","retraction":null,"screen_n_in":null,"score":{"opus":0.004977116936418012,"gpt":0.2309418316694508,"spread":0.2259647147330328,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0002699754,0.0002831551,0.0003351661,0.0003089206,0.0001902465,0.0003323059,0.0002150523,0.0001450914,0.0001714402],"category_scores_gemma":[0.0001313229,0.0002883168,0.0002979451,0.000301043,0.00001573228,0.0004117317,0.00002550346,0.0006674954,0.00008000975],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000372838,"about_ca_system_score_gemma":0.00001848068,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001181604,"about_ca_topic_score_gemma":0.000003410234,"domain_scores_codex":[0.9986966,0.00001327441,0.0003330694,0.0002225161,0.000213798,0.000520798],"domain_scores_gemma":[0.9991335,0.0003387196,0.00005303623,0.0002199793,0.00009563149,0.0001591884],"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":[0.00001228677,0.000004782733,0.001064183,0.00007637912,0.0003599793,0.000002942689,0.0001333382,0.8998488,0.09688751,0.0005400607,0.0001327081,0.0009370018],"study_design_scores_gemma":[0.003533761,0.0002471709,0.05907962,0.0003532429,0.0002916207,0.0008777683,0.0001517745,0.7801507,0.143198,0.00117285,0.009399063,0.001544366],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8658426,0.0003555455,0.1292069,0.00003634551,0.003544639,0.0002366122,0.000008800732,0.0003740566,0.0003945197],"genre_scores_gemma":[0.9963615,0.00001698466,0.002052418,0.00001372045,0.001096399,0.00002507983,0.000004463041,0.00009824376,0.0003311682],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.130519,"threshold_uncertainty_score":0.9999569,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4394745329","doi":"10.62913/engj.v40i2.804","title":"Strength of Joints that Combine Bolts and Welds","year":2003,"lang":"en","type":"article","venue":"Engineering Journal","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Structural engineering; Fastener; Welding; Cable gland; Joint (building); Fillet weld; Shear (geology); Ultimate tensile strength; Fillet (mechanics); Shear strength (soil); Rivet; Engineering; Materials science; Composite material; Mechanical engineering; Geology","retraction":null,"screen_n_in":null,"score":{"opus":0.005896422137691943,"gpt":0.1741898396033504,"spread":0.1682934174656585,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001601827,0.0001537996,0.0002368164,0.0001865473,0.00003743402,0.00004129869,0.00008950292,0.0000608851,0.0000984081],"category_scores_gemma":[0.00008542484,0.0001454589,0.00007263656,0.0001597456,0.00001539961,0.0001088176,0.00001301953,0.0003405921,0.000003309432],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003793033,"about_ca_system_score_gemma":0.000007272452,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000003142117,"about_ca_topic_score_gemma":7.823722e-7,"domain_scores_codex":[0.9992741,0.00001244052,0.000225989,0.00008602338,0.0001763556,0.000225052],"domain_scores_gemma":[0.9996256,0.00004494634,0.00004016999,0.0001320758,0.00002553734,0.0001317326],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00001343013,0.00004243012,0.02609385,0.0004299317,0.001271374,0.000123485,0.0009554591,0.6190701,0.3405916,0.003329081,0.001650507,0.006428772],"study_design_scores_gemma":[0.002551072,0.0001563338,0.1342798,0.000482044,0.0002824901,0.002076902,0.0002458926,0.185142,0.6649342,0.0005733584,0.008086593,0.001189277],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9950615,0.00125512,0.002319984,0.00001454581,0.0004878987,0.00002685004,0.000002440634,0.0001033295,0.0007283229],"genre_scores_gemma":[0.9947132,0.0001933835,0.004947948,0.000003104749,0.00005592855,7.671908e-7,7.944301e-7,0.00003099018,0.00005385159],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.433928,"threshold_uncertainty_score":0.5931642,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4394747021","doi":"10.62913/engj.v51i2.1061","title":"Numerical Analysis and Design Provision Development for the Simple for Dead Load--Continuous for Live Load Steel Bridge System","year":2014,"lang":"en","type":"article","venue":"Engineering Journal","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Burnaby Hospital","funders":"Federal Highway Administration; Ministry of Education, India; Florida International University; University of Nebraska-Lincoln; Boettcher Foundation","keywords":"Rebar; Pier; Structural engineering; Finite element method; Parametric statistics; Slab; Girder; Nonlinear system; Structural load; Engineering; Numerical analysis; Ultimate load; Mechanism (biology); Bridge (graph theory); Mathematics; Mathematical analysis; Physics","retraction":null,"screen_n_in":null,"score":{"opus":0.01193048165993397,"gpt":0.2158449280410212,"spread":0.2039144463810873,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001118933,0.0002906398,0.0005130504,0.0001901773,0.0003171793,0.0002298626,0.0002489865,0.00009616599,0.000004028405],"category_scores_gemma":[0.0004516031,0.0002203401,0.0003158971,0.0002795291,0.00001220531,0.0001083979,0.00002410881,0.0001997011,0.000002150837],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004652657,"about_ca_system_score_gemma":0.00007779143,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001574827,"about_ca_topic_score_gemma":0.000007185409,"domain_scores_codex":[0.9984481,0.00002215386,0.0004990281,0.000250741,0.000284597,0.0004953411],"domain_scores_gemma":[0.9982688,0.0009810616,0.0001101655,0.0002141731,0.0002607189,0.0001650655],"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":[0.00006449679,0.000007176748,0.0004021176,0.0003812291,0.002027327,0.00000122018,0.000527384,0.9690617,0.004260307,0.0001125737,0.0005965501,0.02255788],"study_design_scores_gemma":[0.000764332,0.00009631785,0.006807257,0.00007104193,0.0008922462,0.00004620671,0.00007186049,0.9794849,0.006080716,0.00002273187,0.005349669,0.0003127186],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.0425554,0.0006994202,0.9555081,0.000040238,0.000349276,0.0006444086,0.00001128879,0.0001866792,0.000005226966],"genre_scores_gemma":[0.850206,0.000009991635,0.1490733,0.000008956144,0.0003984097,0.0001929056,0.000007122271,0.00006374991,0.00003960787],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.8076506,"threshold_uncertainty_score":0.8985208,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4394778148","doi":"10.62913/engj.v41i2.827","title":"Behavior of Transverse Fillet Welds: Parametric and Reliability Analyses","year":2004,"lang":"en","type":"article","venue":"Engineering Journal","topic":"Fatigue and fracture mechanics","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Fillet (mechanics); Fillet weld; Welding; Structural engineering; Materials science; Transverse plane; Parametric statistics; Composite material; Engineering; Mathematics; Statistics","retraction":null,"screen_n_in":null,"score":{"opus":0.01497519962326932,"gpt":0.2418808195874545,"spread":0.2269056199641852,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001451363,0.0001224977,0.0001852615,0.0001990356,0.00002671432,0.00001943436,0.00008002036,0.00007475915,0.00003392166],"category_scores_gemma":[0.00006876046,0.0001120699,0.00007867986,0.0002549909,0.0000120797,0.0001139403,0.000006444323,0.0003253786,0.00000190968],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00004837897,"about_ca_system_score_gemma":0.00001141934,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00000633978,"about_ca_topic_score_gemma":6.062084e-7,"domain_scores_codex":[0.9993774,0.000005595956,0.0002408728,0.0000757879,0.0001360788,0.0001643197],"domain_scores_gemma":[0.9996881,0.00003615241,0.00002742185,0.0001166932,0.00003005299,0.0001015515],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.000003032162,0.00002475879,0.0001550528,0.00006622163,0.00003316735,0.00002700083,0.0001989142,0.9843702,0.01345376,0.0000644057,0.00004396445,0.001559578],"study_design_scores_gemma":[0.008252596,0.001154287,0.08409751,0.00100689,0.001323042,0.002372454,0.0007280202,0.3595935,0.5254116,0.001660623,0.01158082,0.002818593],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8267657,0.0009903519,0.1716704,0.00002441431,0.0003629257,0.0000554453,0.000005910579,0.00007803815,0.0000467894],"genre_scores_gemma":[0.9846431,0.0003002893,0.01496546,0.000003966031,0.00005975607,0.00000265744,0.000001152176,0.00002058834,0.000003037616],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.6247766,"threshold_uncertainty_score":0.4570079,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4394746533","doi":"10.62913/engj.v47i4.994","title":"Prediction of Bolted Connection Capacity for Block Shear Failures along Atypical Paths","year":2010,"lang":"en","type":"article","venue":"Engineering Journal","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":true},"ca_institutions":"Aecom (Canada); University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Shear (geology); Structural engineering; Block (permutation group theory); Connection (principal bundle); Direct shear test; Path (computing); Shear strength (soil); Engineering; Mathematics; Geology; Geotechnical engineering; Computer science; Geometry","retraction":null,"screen_n_in":null,"score":{"opus":0.009861297392223717,"gpt":0.1874323459088902,"spread":0.1775710485166664,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000227829,0.0001543634,0.0002209393,0.0002040272,0.00007575018,0.00004529616,0.0001162502,0.0001446355,0.00003737151],"category_scores_gemma":[0.0002681033,0.0001514462,0.0001608589,0.0001730694,0.00001977637,0.0001471577,0.00001049661,0.0006425935,0.000002378701],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00005515298,"about_ca_system_score_gemma":0.00001095568,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001582866,"about_ca_topic_score_gemma":0.000008269729,"domain_scores_codex":[0.9991061,0.000008597556,0.0003464242,0.0001134439,0.0001804798,0.0002449229],"domain_scores_gemma":[0.9994838,0.00008613513,0.00005433298,0.0001475028,0.0001060247,0.0001221568],"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":[0.00001387665,0.000006968991,0.001196532,0.00006184245,0.000156285,0.000002000293,0.0001051747,0.2901747,0.7069753,0.0002091144,0.0002977804,0.0008003448],"study_design_scores_gemma":[0.0007493416,0.00009109374,0.06933975,0.00007393846,0.0001368932,0.0004579638,0.00003098816,0.678344,0.2457816,0.0001193011,0.00460236,0.0002727204],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9496042,0.00005024134,0.04822025,0.0000305105,0.001727853,0.00008288051,0.00002162149,0.0002380669,0.0000243403],"genre_scores_gemma":[0.9764285,0.000008480074,0.02280797,0.000002030808,0.0006947175,0.000007015508,0.000005548102,0.00003656327,0.00000915546],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4611937,"threshold_uncertainty_score":0.6175799,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4394745327","doi":"10.62913/engj.v41i2.828","title":"Behavior of Transverse Fillet Welds: Experimental Program","year":2004,"lang":"en","type":"article","venue":"Engineering Journal","topic":"Fatigue and fracture mechanics","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":true},"ca_institutions":"Buckland & Taylor (Canada); University of Alberta","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Fillet weld; Welding; Transverse plane; Parametric statistics; Fillet (mechanics); Structural engineering; Toughness; Mechanical engineering; Materials science; Engineering; Composite material; Mathematics","retraction":null,"screen_n_in":null,"score":{"opus":0.006531914466415339,"gpt":0.2127334219687252,"spread":0.2062015075023099,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00006285466,0.000134083,0.0001431426,0.00009439265,0.0000265309,0.00002116976,0.0001134803,0.00007088594,0.00009463666],"category_scores_gemma":[0.000006282903,0.0001310765,0.0001002853,0.0000970467,0.000008607424,0.0001156031,0.000005986345,0.0003035195,0.000007508766],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00006966283,"about_ca_system_score_gemma":0.00001256632,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000001676049,"about_ca_topic_score_gemma":3.578318e-7,"domain_scores_codex":[0.9993625,0.000002842743,0.0002137218,0.00006139445,0.0001515064,0.0002080194],"domain_scores_gemma":[0.9997577,0.000006263602,0.00002222959,0.00009546441,0.00001785198,0.000100454],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.000007214064,0.0002036423,0.00001715192,0.00006231261,0.00007691822,0.0001342344,0.001284089,0.7370796,0.2525833,0.0004525611,0.0002662666,0.007832816],"study_design_scores_gemma":[0.00199794,0.0004819014,0.0004962548,0.0002171572,0.00006639604,0.0006523441,0.0003150294,0.02024514,0.9630464,0.00003571417,0.01192607,0.000519699],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9234951,0.001402755,0.07274162,0.00002566684,0.001457625,0.0001993054,0.000006844726,0.0003796712,0.00029145],"genre_scores_gemma":[0.9789737,0.0000430769,0.02077652,0.000004400274,0.0001394566,0.00001689984,0.000002323321,0.00003739088,0.00000626999],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.7168344,"threshold_uncertainty_score":0.5345143,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4394778050","doi":"10.62913/engj.v42i1.840","title":"Recommended Effective Throat Sizes for Flare Groove Welds to HSS","year":2005,"lang":"en","type":"article","venue":"Engineering Journal","topic":"Fatigue and fracture mechanics","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Steacie Institute for Molecular Sciences; University of Toronto","funders":"Canadian Institute of Steel Construction","keywords":"Welding; Bevel; Flare; Groove (engineering); Structural engineering; Materials science; Mechanical engineering; Engineering; Metallurgy","retraction":null,"screen_n_in":null,"score":{"opus":0.005124221248772077,"gpt":0.2092783499056261,"spread":0.204154128656854,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002174169,0.0002062766,0.0002119235,0.0001335656,0.00007671478,0.00007162527,0.000157827,0.0001021122,0.00005784402],"category_scores_gemma":[0.0001065565,0.0001967259,0.0001201929,0.000125757,0.000002156649,0.0001873319,0.00001752602,0.0004093411,0.0000382228],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001746487,"about_ca_system_score_gemma":0.000008521267,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":5.985763e-7,"about_ca_topic_score_gemma":0.0000038115,"domain_scores_codex":[0.9991689,0.000008421827,0.0002126504,0.0001162724,0.0001233388,0.0003704598],"domain_scores_gemma":[0.9994832,0.000130067,0.00002294976,0.000130453,0.00004843487,0.0001849293],"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":[0.00002017991,0.00001782167,0.00001306719,0.00007807799,0.0001520577,0.000008730708,0.0009114281,0.8923148,0.01183452,0.000435529,0.0196369,0.07457688],"study_design_scores_gemma":[0.001554209,0.0003726984,0.0006267795,0.0002843192,0.00007077874,0.0002215438,0.0001168953,0.4341072,0.102178,0.0003736767,0.4592057,0.0008881987],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.03545629,0.0007259966,0.9597181,0.000739931,0.002287631,0.0003802083,0.00001404121,0.0003469235,0.0003308803],"genre_scores_gemma":[0.9426194,0.00005418783,0.05508287,0.0001836934,0.001832127,0.00005678333,0.000004942496,0.00009067971,0.00007528195],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.9071631,"threshold_uncertainty_score":0.802225,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4394746962","doi":"10.62913/engj.v51i3.1067","title":"Experimental Investigation, Application and Monitoring of a Simple for Dead Load--Continuous for Live Load Connection for Accelerated Modular Steel Bridge Construction","year":2014,"lang":"en","type":"article","venue":"Engineering Journal","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Burnaby Hospital","funders":"Federal Highway Administration; Ministry of Education, India; Florida International University; University of Nebraska-Lincoln; Boettcher Foundation","keywords":"Structural engineering; Flange; Girder; Engineering; Modular design; Structural load; Bridge (graph theory); Computer science","retraction":null,"screen_n_in":null,"score":{"opus":0.01460487464263,"gpt":0.2386158270784381,"spread":0.2240109524358081,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002489164,0.0001717633,0.0002573373,0.0001219355,0.0001089888,0.00006639002,0.00006503419,0.00008815319,0.000002368374],"category_scores_gemma":[0.0001668914,0.0001885508,0.0001005154,0.0001158902,0.00002007621,0.0002084472,0.000006107865,0.00009580901,2.724493e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001873593,"about_ca_system_score_gemma":0.0000303692,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00000836511,"about_ca_topic_score_gemma":0.000001027653,"domain_scores_codex":[0.9991608,0.000007119665,0.0003646224,0.0001501339,0.0001244341,0.0001929173],"domain_scores_gemma":[0.9992838,0.0001190715,0.0001025766,0.0000934537,0.0003037687,0.00009731953],"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":[0.000026684,0.000004609727,0.0003077976,0.0001738126,0.0001112512,3.926553e-8,0.0002688622,0.6713398,0.3215834,0.0006707845,0.00006543597,0.00544763],"study_design_scores_gemma":[0.0009560597,0.00009851111,0.002450619,0.00004288636,0.00005507008,0.00002512891,0.0001634516,0.8105863,0.1846743,0.0002043116,0.0005694892,0.0001739326],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.4238221,0.0002075997,0.5752831,0.00001180279,0.0003255641,0.0002471109,0.00001138856,0.0000897307,0.000001553535],"genre_scores_gemma":[0.9386836,0.00001279042,0.060595,0.000003754146,0.0004678518,0.0001630547,0.00002520992,0.00004262399,0.000006078024],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.5148615,"threshold_uncertainty_score":0.7688877,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4394747297","doi":"10.62913/engj.v58i1.1220","title":"AISC Provisions for Web Stability under Local Compression Applied to HSS","year":2021,"lang":"en","type":"article","venue":"Engineering Journal","topic":"Mechanical stress and fatigue analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Flex (Canada); Hudbay Minerals (Canada); University of Toronto","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Chord (peer-to-peer); Structural engineering; Buckling; Compression (physics); Welding; Engineering; Materials science; Mechanical engineering; Computer science; Composite material; Database","retraction":null,"screen_n_in":null,"score":{"opus":0.01689498560977525,"gpt":0.222907018852235,"spread":0.2060120332424598,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000159795,0.0001433576,0.0002286937,0.00006470377,0.00009630387,0.0000764543,0.0001296952,0.0000722723,0.0002258445],"category_scores_gemma":[0.00005313443,0.0001292762,0.00013119,0.0002059788,0.00000601894,0.00005372751,0.00004205987,0.0002848876,0.00001197008],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00008619958,"about_ca_system_score_gemma":0.0000274065,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":8.542796e-7,"about_ca_topic_score_gemma":0.000003921418,"domain_scores_codex":[0.9990768,0.000009498533,0.000278992,0.0001555055,0.0001841463,0.0002950157],"domain_scores_gemma":[0.9993452,0.00009103967,0.00001904395,0.0001887292,0.00007318859,0.0002827845],"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":[0.000007005422,0.00002638977,0.00001317849,0.00005625324,0.00007376238,0.000006619505,0.00004660924,0.8718899,0.1176397,0.001062921,0.0007597877,0.008417779],"study_design_scores_gemma":[0.0005964384,0.00003863085,0.000612558,0.0001194619,0.00006135077,0.00002366396,0.0001872588,0.9233228,0.05865705,0.0003102866,0.01571524,0.0003552571],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.04741784,0.0002323568,0.9513648,0.000158075,0.0003489618,0.0001046875,0.00001699294,0.000122353,0.0002339351],"genre_scores_gemma":[0.9827572,0.00002535114,0.01689059,0.00003765049,0.0001983057,0.00002415145,0.000008476987,0.00003303309,0.00002520264],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.9353394,"threshold_uncertainty_score":0.527173,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1977586352","doi":"10.4186/ej.2012.16.3.109","title":"Preparation of Porous Anhydrous MgCl2 Particles by Spray Drying Process","year":2012,"lang":"en","type":"article","venue":"Engineering Journal","topic":"Carbon dioxide utilization in catalysis","field":"Chemical Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Institute of Particle Physics","funders":"National Nanotechnology Center; Chulalongkorn University","keywords":"Anhydrous; Spray drying; Porosity; Materials science; Chemical engineering; Process (computing); Composite material; Chemistry; Computer science; Organic chemistry; Engineering; Operating system","retraction":null,"screen_n_in":null,"score":{"opus":0.007990296693025447,"gpt":0.2599889188525018,"spread":0.2519986221594764,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003207822,0.000153176,0.0002122362,0.0001179364,0.0000385763,0.00003643242,0.000149547,0.00007905191,0.00007834593],"category_scores_gemma":[0.0003296393,0.0001577068,0.00008451031,0.0002991945,0.00001486568,0.0004909594,0.00002369583,0.0002470216,0.00001117142],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00009448486,"about_ca_system_score_gemma":0.00001827836,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000003243201,"about_ca_topic_score_gemma":2.801901e-7,"domain_scores_codex":[0.9987442,0.00001236299,0.0004516383,0.000109281,0.0003273113,0.0003551439],"domain_scores_gemma":[0.9993248,0.00007013808,0.0001592536,0.0001661099,0.00008655537,0.0001931647],"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":[0.00001465954,0.00007493864,0.004438218,0.00009324832,0.00009129077,0.000002556345,0.001226175,0.2880874,0.7047966,0.0002032474,0.0004530674,0.0005186406],"study_design_scores_gemma":[0.0003979588,0.00002545947,0.0003405093,0.00009103474,0.00007017183,0.0001873624,0.0001089667,0.1213338,0.8758806,0.00001783108,0.00125968,0.0002866057],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9196844,0.001241023,0.078343,0.00002916079,0.0003092799,0.0000606092,0.000005257813,0.0001317579,0.0001954823],"genre_scores_gemma":[0.9978051,0.00001694537,0.001722209,0.000008701661,0.0003026911,0.000008859868,0.000008520257,0.00004158515,0.00008543009],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.171084,"threshold_uncertainty_score":0.6431097,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4394777796","doi":"10.62913/engj.v47i1.974","title":"Impact of Diaphragm Behavior on the Seismic Design of Low-Rise Steel Buildings","year":2010,"lang":"en","type":"article","venue":"Engineering Journal","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":true},"ca_institutions":"McGill University; Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Deck; Bracing; Structural engineering; Roof; Engineering; Tension (geology); Seismic analysis; Stiffness; Diaphragm (acoustics); Brace; Compression (physics); Geotechnical engineering; Materials science","retraction":null,"screen_n_in":null,"score":{"opus":0.007545152327119481,"gpt":0.2169756481348372,"spread":0.2094304958077177,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003262183,0.0001600544,0.0002225869,0.0002254101,0.00003890875,0.00002370545,0.0002610697,0.00006807764,0.0001211275],"category_scores_gemma":[0.00004558669,0.0001087271,0.0002241534,0.0002390554,0.00002386041,0.0001208851,0.00001275589,0.0006255548,0.00000668195],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003748788,"about_ca_system_score_gemma":0.00002693472,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000005487319,"about_ca_topic_score_gemma":1.309557e-7,"domain_scores_codex":[0.9991953,0.000008905397,0.0003018943,0.00006726298,0.0001963608,0.0002302433],"domain_scores_gemma":[0.9994895,0.00009037282,0.00007517558,0.000214243,0.00004819954,0.00008250484],"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":[0.000004949655,0.00002230915,0.001107588,0.00001518977,0.00009601132,0.000005002408,0.0001558867,0.7910779,0.2059068,0.00001439907,0.0003069837,0.001287074],"study_design_scores_gemma":[0.0002857255,0.0001012194,0.02243975,0.0001247031,0.00008478289,0.00009548143,0.00004460033,0.9359682,0.04051097,0.000009445948,0.0001381661,0.0001969896],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9605366,0.0001010999,0.03891525,0.00001279568,0.000291863,0.0000597779,0.000005797796,0.00004208962,0.0000347055],"genre_scores_gemma":[0.998414,0.0000995411,0.001262919,0.000006076151,0.000162925,0.000005797003,5.551469e-7,0.0000323687,0.0000157937],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1653958,"threshold_uncertainty_score":0.4433764,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4394745306","doi":"10.62913/engj.v38i4.766","title":"The Effects of a Severe Fire on the Steel Frame of an Office Building","year":2001,"lang":"en","type":"article","venue":"Engineering Journal","topic":"Fire effects on concrete materials","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Steel frame; Structural engineering; Residual; Frame (networking); Yield (engineering); Engineering; Forensic engineering; Computer science; Materials science; Composite material; Mechanical engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.00346467895841148,"gpt":0.1866634867251302,"spread":0.1831988077667187,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006080031,0.0001767173,0.0002292152,0.00005880383,0.00009130637,0.00007033816,0.0003766724,0.00007435278,0.0000232356],"category_scores_gemma":[0.000552613,0.0001104136,0.00008620445,0.0001668431,0.00002563518,0.0001102644,0.00002604187,0.0003826075,0.000004405422],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00004864325,"about_ca_system_score_gemma":0.00001388881,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000004670652,"about_ca_topic_score_gemma":4.076583e-7,"domain_scores_codex":[0.999004,0.00006755519,0.000313291,0.00008084813,0.0002600497,0.0002742343],"domain_scores_gemma":[0.9981605,0.001332906,0.00008681008,0.0003020623,0.00004400431,0.00007365104],"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":[0.00004763312,0.00001369434,0.00003610277,0.000287333,0.0001605244,0.00004684197,0.0002911923,0.4826758,0.5074548,0.0005539265,0.0004604341,0.007971809],"study_design_scores_gemma":[0.00149286,0.001044454,0.01328451,0.002868659,0.0001128344,0.000942382,0.0001175445,0.4782632,0.4938486,0.0001124922,0.00716015,0.000752298],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9958415,0.0007428842,0.001659451,0.00004433547,0.001328671,0.0001569835,0.000002594682,0.00009356541,0.0001300054],"genre_scores_gemma":[0.9986337,0.00013392,0.0008468696,0.00001345297,0.0002933398,0.000007528521,3.441828e-7,0.0000510167,0.0000197937],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.01360617,"threshold_uncertainty_score":0.4502537,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4394745412","doi":"10.62913/engj.v41i1.821","title":"Elastic In-Plane Stiffness for a Circular Cut Reduced Beam Section (RBS)","year":2004,"lang":"en","type":"article","venue":"Engineering Journal","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":"Geomechanica (Canada)","funders":"","keywords":"Stiffness; Section (typography); Beam (structure); Structural engineering; Plane (geometry); Moment (physics); Connection (principal bundle); Representation (politics); Engineering; Materials science; Computer science; Geometry; Mathematics; Physics; Classical mechanics","retraction":null,"screen_n_in":null,"score":{"opus":0.006046317508373767,"gpt":0.1973336626805195,"spread":0.1912873451721458,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001651494,0.0002065047,0.0002511455,0.0004060465,0.00006793186,0.00008575727,0.0001500771,0.0001033477,0.00001832598],"category_scores_gemma":[0.0001324188,0.0002178502,0.0001262758,0.0003531147,0.000007862305,0.0001645416,0.00001080181,0.0005054225,0.000008389989],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004353701,"about_ca_system_score_gemma":0.00002690503,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001509942,"about_ca_topic_score_gemma":0.000005023062,"domain_scores_codex":[0.9989302,0.000005558523,0.0003226179,0.0001535448,0.0001853204,0.0004027304],"domain_scores_gemma":[0.9995903,0.00004971078,0.00003758126,0.000141884,0.00004446787,0.0001361071],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.000005586382,0.000004636031,0.00003550554,0.00005512209,0.0000704413,0.00002398626,0.0001010449,0.7147794,0.284584,0.00003072039,0.0000201911,0.0002893433],"study_design_scores_gemma":[0.007244916,0.0002226951,0.07875789,0.001213733,0.000440559,0.004587191,0.0002105866,0.4342754,0.4668252,0.001263457,0.002765245,0.00219303],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9191616,0.0002962934,0.07845726,0.00003025977,0.001673916,0.00009914769,0.000004006173,0.0002441964,0.00003333764],"genre_scores_gemma":[0.99602,0.00002794458,0.003110146,0.00000466879,0.0007337045,0.00001539353,0.000007503801,0.00006182507,0.00001881822],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.280504,"threshold_uncertainty_score":0.8883675,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1547529343","doi":"10.4186/ej.2015.19.2.157","title":"Coseismic and Postseismic Displacement of 2011 Mw 6.8 Tarlay Earthquake, Myanmar using InSAR Techniques and Inversion Analysis","year":2015,"lang":"en","type":"article","venue":"Engineering Journal","topic":"earthquake and tectonic studies","field":"Earth and Planetary Sciences","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":"Canadian Space Agency; Chulalongkorn University; Geo-Informatics and Space Technology Development Agency; University of Leeds","keywords":"Interferometric synthetic aperture radar; Seismology; Geology; Displacement (psychology); Geodesy; Inversion (geology); Remote sensing; Synthetic aperture radar; Tectonics","retraction":null,"screen_n_in":null,"score":{"opus":0.01793163525716719,"gpt":0.2110014717856692,"spread":0.193069836528502,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003376724,0.0001219321,0.0002328675,0.0002971272,0.00008934407,0.00003837858,0.00006585778,0.00004490098,0.00007778146],"category_scores_gemma":[0.00002115129,0.0001003061,0.00004941076,0.0002000475,0.00004708213,0.0001781631,0.00002240368,0.0001653382,0.000002729536],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000005961867,"about_ca_system_score_gemma":0.00002566486,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0003274236,"about_ca_topic_score_gemma":0.0000312705,"domain_scores_codex":[0.9992623,0.00002917032,0.0002115774,0.0001234599,0.0001883337,0.0001851843],"domain_scores_gemma":[0.9995783,0.00005069704,0.0000899456,0.00007821983,0.00003694228,0.0001659247],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"observational","study_design_gemma":"observational","study_design_scores_codex":[0.0001151897,0.00002888364,0.8375411,0.00007523403,0.0009448633,0.0001116691,0.001431912,0.0761015,0.000664057,0.00004492926,0.000352007,0.08258868],"study_design_scores_gemma":[0.001079636,0.000657615,0.6488943,0.0001340544,0.0005556715,0.0004428976,0.0006957775,0.3391393,0.002112854,0.0001442185,0.005685719,0.0004579531],"study_design_candidate":"observational","study_design_consensus":"observational","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9908661,0.006299539,0.002385876,0.00007643202,0.0001074168,0.00005357395,0.00001076872,0.00002235681,0.000177955],"genre_scores_gemma":[0.9936112,0.0005603629,0.005705504,0.00002155705,0.00006350684,1.510168e-7,0.00000410867,0.000003752102,0.00002992152],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2630378,"threshold_uncertainty_score":0.4090362,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4394746878","doi":"10.62913/engj.v48i1.999","title":"Fillet Weld Design for Rectangular HSS Connections","year":2011,"lang":"en","type":"article","venue":"Engineering Journal","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":"University of Toronto","funders":"","keywords":"Fillet weld; Welding; Structural engineering; Fillet (mechanics); Engineering; Materials science; Mechanical engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.02858874439442665,"gpt":0.1923902360099818,"spread":0.1638014916155551,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002277704,0.0001752922,0.0001958066,0.0002232341,0.0001156719,0.00005322592,0.0001756251,0.00008228965,0.0002639566],"category_scores_gemma":[0.0001581134,0.0001727747,0.0001632582,0.0002068089,0.000009395661,0.0001278328,0.00001103246,0.0003235801,0.00001551543],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00009665648,"about_ca_system_score_gemma":0.0000108369,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000005981583,"about_ca_topic_score_gemma":8.899484e-7,"domain_scores_codex":[0.9991851,0.00001225133,0.0002435066,0.0001137721,0.0001155778,0.0003297879],"domain_scores_gemma":[0.9995077,0.00009944432,0.00003156446,0.0001616628,0.00005748191,0.0001421225],"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":[0.00001964093,0.0000107781,0.0001080739,0.00005533001,0.0006047194,0.00003836714,0.0007833253,0.9191644,0.06989469,0.0006530187,0.006932362,0.001735293],"study_design_scores_gemma":[0.0009403324,0.0001835946,0.002692445,0.0001361202,0.000279207,0.001024179,0.0001510971,0.7391608,0.2363087,0.0008658947,0.01734699,0.0009106325],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.05802118,0.0006423902,0.9381629,0.00003217894,0.001748919,0.0001381678,0.00001022257,0.0005910829,0.0006529349],"genre_scores_gemma":[0.8734238,0.00004958883,0.1258165,0.00001040485,0.0004471704,0.0000221157,0.000002323049,0.00007306795,0.0001549653],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.8154026,"threshold_uncertainty_score":0.7045549,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W3018953222","doi":"10.4186/ej.2020.24.1.1","title":"Influence of Type and Compositions of SCMs on Expansion of Mortar Bars from Alkali Silica Reaction","year":2020,"lang":"en","type":"article","venue":"Engineering Journal","topic":"Concrete and Cement Materials Research","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":"Kasetsart University Research and Development Institute; Partenariat Canadien Contre Le Cancer; Kasetsart University","keywords":"Alkali–silica reaction; Mortar; Alkali metal; Alkali–aggregate reaction; Materials science; Composite material; Chemistry; Organic chemistry","retraction":null,"screen_n_in":null,"score":{"opus":0.01323687659280749,"gpt":0.2271018269615461,"spread":0.2138649503687386,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00005970621,0.00005908874,0.0001397329,0.00006254986,0.00001160773,0.000006158938,0.00005645704,0.00002877793,0.00003094251],"category_scores_gemma":[0.00003865211,0.00005897518,0.00002024382,0.0001122745,0.00001191591,0.00007113266,0.00001424202,0.0001189992,0.000001311004],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00001092179,"about_ca_system_score_gemma":0.00001067336,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001738698,"about_ca_topic_score_gemma":1.396117e-7,"domain_scores_codex":[0.9995164,0.000008682386,0.0002085829,0.00004815618,0.0001448942,0.00007333692],"domain_scores_gemma":[0.9997441,0.00003669802,0.00003565037,0.00006203367,0.00005985994,0.00006161116],"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":[0.00002032249,0.000002528258,0.00009358455,0.00005339718,0.00002496579,0.000001610447,0.0001515672,0.2737151,0.7257708,0.00001536062,0.00003972777,0.0001109819],"study_design_scores_gemma":[0.0003523002,0.0002748277,0.02860394,0.0002972934,0.00002267819,0.000006920195,0.00004885709,0.09065992,0.8794413,0.00001000963,0.0001869695,0.00009499582],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9989382,0.0001576455,0.0007223349,0.00002852206,0.00005937007,0.00003540264,0.00001394956,0.000017104,0.00002744208],"genre_scores_gemma":[0.9990885,0.000285159,0.0005590166,0.000004647265,0.00004724736,6.126786e-7,0.000004070345,0.00001015152,6.41037e-7],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1830552,"threshold_uncertainty_score":0.2404938,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4394747308","doi":"10.62913/engj.v56i1.1144","title":"Discussion: Observations from Cyclic Tests on Deep, Wide-Flange Beam-Columns","year":2019,"lang":"en","type":"article","venue":"Engineering Journal","topic":"Structural Analysis of Composite Materials","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Flange; Quarter (Canadian coin); Beam (structure); Materials science; Geology; Structural engineering; Engineering; Composite material; History; Archaeology","retraction":null,"screen_n_in":null,"score":{"opus":0.007686760088113773,"gpt":0.188353324200256,"spread":0.1806665641121422,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0000890512,0.0002346858,0.0003011316,0.0001616397,0.00007140041,0.0001922059,0.0002921033,0.00008282148,0.0007791132],"category_scores_gemma":[0.00005702952,0.0001708387,0.0001339206,0.0001911863,0.000006508143,0.0002511523,0.00003358975,0.0003475483,0.000310758],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001219102,"about_ca_system_score_gemma":0.000007496971,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000007216157,"about_ca_topic_score_gemma":0.000003654895,"domain_scores_codex":[0.99889,0.00001393387,0.0003575061,0.0001540875,0.0002817775,0.0003027277],"domain_scores_gemma":[0.9993348,0.000129883,0.0000565583,0.000284499,0.0000327657,0.0001615438],"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":[0.000006435922,0.00001051132,0.006434742,0.00001944948,0.0001550469,0.00002787189,0.0001230043,0.7713012,0.2202656,0.00005121004,0.001064645,0.000540268],"study_design_scores_gemma":[0.001068284,0.0001316113,0.7900259,0.0004764284,0.0001368806,0.000150748,0.00005604445,0.1641177,0.02360848,0.0005338843,0.01861709,0.001076995],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9938735,0.0001902996,0.002994792,0.0003341619,0.001969444,0.00009402721,0.00001327533,0.000294628,0.0002359094],"genre_scores_gemma":[0.9950486,0.00002649121,0.003920722,0.00005711979,0.0006889189,0.000006124371,0.0000250595,0.00005945383,0.0001674701],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.7835912,"threshold_uncertainty_score":0.8530743,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4394745887","doi":"10.62913/engj.v47i1.971","title":"Bolt Shear Design Considerations","year":2010,"lang":"en","type":"article","venue":"Engineering Journal","topic":"Engineering Structural Analysis Methods","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Structural engineering; Eurocode; Engineering; Slip (aerodynamics); Shear (geology); Test data; Rivet; Limit (mathematics); Safety factor; Mathematics; Materials science; Composite material; Mathematical analysis","retraction":null,"screen_n_in":null,"score":{"opus":0.01167147825537181,"gpt":0.2262476862550182,"spread":0.2145762079996464,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004480952,0.0002226342,0.0002222507,0.0002496006,0.0001101909,0.0001679225,0.0001535847,0.0001126883,0.000489155],"category_scores_gemma":[0.0003281933,0.0002126927,0.0001160859,0.0002152782,0.00001746603,0.0002281111,0.00001456635,0.001188907,0.00003920753],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00004410277,"about_ca_system_score_gemma":0.00002226844,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":8.164929e-7,"about_ca_topic_score_gemma":5.954974e-7,"domain_scores_codex":[0.9989925,0.00002010537,0.0003189477,0.0001159472,0.0001945146,0.0003579791],"domain_scores_gemma":[0.9992647,0.0002005702,0.00002548475,0.0002210183,0.0000617443,0.0002264688],"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":[5.07874e-7,0.000002382464,0.00001769343,0.000009813441,0.00006399743,0.00002883368,0.00006210698,0.8473219,0.1491969,0.0009748538,0.001494412,0.0008266253],"study_design_scores_gemma":[0.0002673526,0.00002185882,0.002451919,0.00002513287,0.00005183024,0.001933528,0.000008390958,0.9521224,0.03331665,0.001056649,0.008262528,0.0004817167],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.0586478,0.0002430724,0.9368262,0.0001009037,0.003042476,0.00006740815,0.000002062819,0.0007129394,0.0003571082],"genre_scores_gemma":[0.5323204,0.0000218971,0.4669788,0.00001405357,0.0005658497,0.000004836284,8.067286e-7,0.00005164697,0.00004168386],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.4736726,"threshold_uncertainty_score":0.8673357,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2737584759","doi":"10.62913/engj.v43i1.871","title":"Solutions for Enhancing the Fire Endurance of HSS Columns Filled with High Strength Concrete","year":2006,"lang":"en","type":"article","venue":"Engineering Journal","topic":"Fire effects on concrete materials","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"National Research Council Canada","funders":"Government of Canada","keywords":"Materials science; Structural engineering; Composite material; Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.003747756230095198,"gpt":0.1668688055294558,"spread":0.1631210492993606,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000421126,0.0002029461,0.000307025,0.0000617582,0.0001617496,0.00008193315,0.0002066785,0.00006928106,0.00004650764],"category_scores_gemma":[0.0000904321,0.0001551528,0.00008713936,0.0001481107,0.00003474748,0.0001322655,0.00001849455,0.0002348666,0.000002711366],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00008149444,"about_ca_system_score_gemma":0.00003449182,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00003372461,"about_ca_topic_score_gemma":0.00001692081,"domain_scores_codex":[0.9988313,0.00002310579,0.0004037392,0.0001076417,0.0001843654,0.0004498535],"domain_scores_gemma":[0.9991779,0.0003872204,0.00009673835,0.000192449,0.00008629872,0.00005934681],"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":[0.00002810929,0.000002821441,0.00001806091,0.0002056714,0.0001376861,0.00001108989,0.0001160658,0.6247038,0.3712467,0.0007671015,0.002350925,0.0004119467],"study_design_scores_gemma":[0.003114306,0.0003352438,0.003574355,0.0008824625,0.000184364,0.0003938676,0.0001035747,0.6444063,0.3372897,0.00006778225,0.008809449,0.0008386205],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9052224,0.0007012045,0.09230341,0.00007676944,0.00101209,0.0003210834,0.00007132357,0.0002028311,0.00008894745],"genre_scores_gemma":[0.991824,0.00002386275,0.007373457,0.00000639693,0.0005917064,0.00004920655,0.000008157596,0.00006587869,0.00005734387],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.08660165,"threshold_uncertainty_score":0.6326948,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4394777902","doi":"10.62913/engj.v52i4.1091","title":"Steel Structures Research Update: System Behavior and Collapse Assessment of Braced Frames","year":2015,"lang":"en","type":"article","venue":"Engineering Journal","topic":"Structural Response to Dynamic Loads","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"National Research Institute for Earth Science and Disaster Prevention; Natural Sciences and Engineering Research Council of Canada; McGill University; University of Utah; Brigham Young University","keywords":"Structural engineering; Braced frame; Buckling; Brace; Engineering; Moment (physics); Frame (networking); Forensic engineering; Mechanical engineering; Physics","retraction":null,"screen_n_in":null,"score":{"opus":0.02578054299279163,"gpt":0.3165116712611978,"spread":0.2907311282684061,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008332272,0.0001824138,0.0002792369,0.0003731766,0.00006072816,0.000119246,0.0002283041,0.0001183077,0.00002394599],"category_scores_gemma":[0.0001698175,0.000162829,0.00004450135,0.0002737574,0.00004417839,0.0001694364,0.00006688177,0.0007522663,0.000002556812],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004267185,"about_ca_system_score_gemma":0.000115617,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00000534775,"about_ca_topic_score_gemma":0.000001095586,"domain_scores_codex":[0.9984446,0.00007157995,0.0003561139,0.0001285872,0.0006306856,0.0003684508],"domain_scores_gemma":[0.9990821,0.0001406974,0.00004773916,0.0002077844,0.0002084563,0.0003131808],"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":[0.00007795679,0.00002159538,0.007790359,0.000514809,0.0002902611,0.0004148772,0.0009619899,0.8918099,0.07944687,0.00919525,0.002766532,0.00670964],"study_design_scores_gemma":[0.002261872,0.0002697571,0.2172914,0.000362937,0.00008755001,0.003983949,0.00149501,0.7648886,0.005630259,0.0001694263,0.002917533,0.0006416932],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9930046,0.001004305,0.004489074,0.00001821958,0.0008926854,0.0001932725,0.00001233308,0.0001519197,0.000233586],"genre_scores_gemma":[0.9844873,0.00003906399,0.01519381,0.000001600501,0.0001641127,0.00001784282,0.000001916093,0.00004931281,0.00004504909],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.209501,"threshold_uncertainty_score":0.6639975,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4394777676","doi":"10.62913/engj.v46i3.955","title":"Experimental Investigation of Fillet-Welded Joints Subjected to Out-of-Plane Eccentric Loads","year":2009,"lang":"en","type":"article","venue":"Engineering Journal","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 Alberta","funders":"University of California, Davis","keywords":"Welding; Materials science; Structural engineering; Composite material; Fillet weld; Fillet (mechanics); Eccentricity (behavior); Bending; Shear (geology); Eccentric; Ultimate tensile strength; Joint (building); Toughness; Bearing (navigation); Engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.008790667708803782,"gpt":0.209018081957252,"spread":0.2002274142484483,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00011788,0.0001796679,0.0002997295,0.0004318868,0.00002813134,0.00002650551,0.0001752137,0.00007025645,0.0001035864],"category_scores_gemma":[0.00008085216,0.0001802,0.0001058243,0.00043358,0.00001057233,0.0001095164,0.00001454765,0.0002557863,0.00001109375],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001196018,"about_ca_system_score_gemma":0.00001343701,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000006007938,"about_ca_topic_score_gemma":3.955308e-7,"domain_scores_codex":[0.9988921,0.00001420683,0.0004490805,0.0001093445,0.0002803737,0.0002549138],"domain_scores_gemma":[0.9994802,0.00003105417,0.0000762864,0.0001611206,0.00006228245,0.0001890166],"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":[0.000007124567,0.000006184434,0.0003161397,0.0000176342,0.00006296238,0.00000855716,0.0005456608,0.1371934,0.8612388,0.00001361105,0.0002575624,0.0003323694],"study_design_scores_gemma":[0.0003172046,0.0001021023,0.02964976,0.0001019632,0.00002845608,0.00004653835,0.00003961343,0.01167887,0.9577709,0.00001526014,0.00006458034,0.0001847593],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9945744,0.0003647006,0.004124632,0.00003338588,0.0005958463,0.00006442115,0.000004438386,0.0001232541,0.0001149327],"genre_scores_gemma":[0.9920374,0.00001294472,0.007723546,0.00001224444,0.0001595535,0.000001175849,0.000006375961,0.00002343688,0.00002336301],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1255145,"threshold_uncertainty_score":0.7348343,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4394747593","doi":"10.62913/engj.v60i2.1207","title":"Steel Structures Research Update: Slotted-Hidden-Gap Connections and Intentional Eccentricity for Steel Brace Members","year":2023,"lang":"en","type":"article","venue":"Engineering Journal","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"Polytechnique Montréal; Natural Sciences and Engineering Research Council of Canada; McGill University","keywords":"Brace; Structural engineering; Engineering; Connection (principal bundle); Eccentricity (behavior); Parametric statistics; Finite element method; Mechanical engineering; Political science; Mathematics; Law","retraction":null,"screen_n_in":null,"score":{"opus":0.03581323401026327,"gpt":0.2968477487771464,"spread":0.2610345147668831,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007065448,0.0002245193,0.000261565,0.000874971,0.0003932463,0.0002863192,0.0002476509,0.0001263013,0.0001464807],"category_scores_gemma":[0.0005118109,0.0002222189,0.0001476015,0.0009929205,0.00004736177,0.0002503575,0.00008228895,0.0008947708,0.00002149172],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000206103,"about_ca_system_score_gemma":0.00002915412,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001555728,"about_ca_topic_score_gemma":0.000009880004,"domain_scores_codex":[0.998252,0.00003851097,0.000356497,0.0002415836,0.0004698893,0.0006415246],"domain_scores_gemma":[0.9988927,0.0004003259,0.00004182628,0.0001877166,0.0002278913,0.0002495772],"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":[0.00002478107,0.000008089537,0.0008423988,0.0001767501,0.0006398806,0.00003982415,0.0003441763,0.9287285,0.04072516,0.006427706,0.01930304,0.002739734],"study_design_scores_gemma":[0.001125226,0.00006594599,0.03833221,0.0001155589,0.0001162633,0.000528108,0.0006490738,0.9307842,0.008443234,0.002463438,0.01679023,0.0005864619],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9823101,0.0008544455,0.01308089,0.0004417039,0.002007898,0.0002474245,0.00005821633,0.000794973,0.0002043062],"genre_scores_gemma":[0.9935155,0.0002681127,0.005087242,0.00001157568,0.0006261479,0.00002186001,0.00002511302,0.00007421568,0.0003702436],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.03748981,"threshold_uncertainty_score":0.9061825,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4394745395","doi":"10.62913/engj.v45i3.942","title":"Current Steel Structures Research No. 15","year":2008,"lang":"en","type":"article","venue":"Engineering Journal","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"Université de Liège; Universidad de Navarra; Tongji University; University of Leeds; University of Washington; Canadian Institute of Steel Construction; University of Texas at Arlington; Johns Hopkins University","keywords":"Current (fluid); Materials science; Engineering; Electrical engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.03778728538762077,"gpt":0.2855474077040209,"spread":0.2477601223164002,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002577624,0.0002117501,0.0002159438,0.0005055211,0.0002250717,0.00008211105,0.0002613056,0.00007720192,0.0003043924],"category_scores_gemma":[0.0001267297,0.0001942516,0.0001287226,0.0005091521,0.00004090019,0.0002084407,0.0000270101,0.001185768,0.0001552252],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001561052,"about_ca_system_score_gemma":0.0000329079,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000002049145,"about_ca_topic_score_gemma":3.861634e-7,"domain_scores_codex":[0.9985148,0.00002447149,0.0003146875,0.0001409943,0.0005137323,0.0004913655],"domain_scores_gemma":[0.9992443,0.00006862674,0.00002150998,0.0002089333,0.0001946554,0.0002619505],"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":[0.000002639954,0.000004260633,0.00009711335,0.00004069471,0.00006915863,0.00003640033,0.0001899701,0.9772137,0.004311501,0.0002954537,0.01370256,0.004036538],"study_design_scores_gemma":[0.0004768826,0.00004595027,0.014366,0.00008113755,0.00001917603,0.0009941171,0.00004666296,0.8505737,0.003308725,0.0001133756,0.1294567,0.0005175359],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5965236,0.01190084,0.3791317,0.00007495593,0.008450761,0.000183532,0.0000123585,0.001576661,0.002145675],"genre_scores_gemma":[0.9929568,0.0009653463,0.004634195,0.00000527573,0.00120834,0.000005511815,0.00000476129,0.00006108423,0.0001587422],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3964332,"threshold_uncertainty_score":0.7921351,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4394746286","doi":"10.62913/engj.v48i3.1012","title":"Design of Braced Frames in Open Buildings for Wind Loading","year":2011,"lang":"en","type":"article","venue":"Engineering Journal","topic":"Wind and Air Flow Studies","field":"Environmental Science","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 Guelph; Western University","funders":"","keywords":"Bracing; Roof; Structural engineering; Engineering; Cladding (metalworking); Wind engineering; Braced frame; Low-rise; Geotechnical engineering; Frame (networking); Brace; Mechanical engineering; Materials science","retraction":null,"screen_n_in":null,"score":{"opus":0.02889986962684478,"gpt":0.2284749309825516,"spread":0.1995750613557069,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000351278,0.00006676858,0.0001177676,0.00003761632,0.00004576076,0.00002053899,0.0002374037,0.00002408149,0.0002111098],"category_scores_gemma":[0.00006399888,0.00005810415,0.00002637171,0.00008358351,0.00001748846,0.0002180395,0.0001026714,0.0001042352,0.000005321871],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00004002642,"about_ca_system_score_gemma":0.000004470501,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002118208,"about_ca_topic_score_gemma":8.312606e-7,"domain_scores_codex":[0.9995244,0.000007180269,0.0001508133,0.00007924231,0.00007419168,0.0001641752],"domain_scores_gemma":[0.9998158,0.00004442335,0.00004720152,0.00004853624,0.00000382697,0.0000402321],"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":[0.00014513,0.0002092907,0.09673338,0.00004210755,0.000098653,0.00004312607,0.0134782,0.6225439,0.2485416,0.0004327232,0.004333239,0.01339871],"study_design_scores_gemma":[0.006538415,0.001328782,0.5958607,0.001252268,0.00008346781,0.0002706221,0.001653748,0.1290825,0.2400495,0.004733925,0.01747304,0.001673044],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.6972506,0.0001117722,0.3013825,0.00006217044,0.0002193807,0.0002203353,9.784677e-7,0.00001189856,0.0007404248],"genre_scores_gemma":[0.8871329,0.00001213951,0.1127177,0.00001380764,0.0000362618,0.00000333304,5.839697e-8,0.000009194206,0.00007452258],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4991274,"threshold_uncertainty_score":0.2369419,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4414766495","doi":"10.62913/engj.v62i4.1355","title":"The Chevron Effect Further Demystified through the Lower Bound Theorem","year":2025,"lang":"en","type":"article","venue":"Engineering Journal","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":"Novelis (Canada)","funders":"","keywords":"Brace; Truss; Shear force; Internal forces; Chevron (anatomy); Beam (structure)","retraction":null,"screen_n_in":null,"score":{"opus":0.003222978250381816,"gpt":0.2022407928220931,"spread":0.1990178145717112,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000526889,0.0001782084,0.0001565038,0.00005616226,0.0003442818,0.0002389663,0.0003699308,0.00005976417,0.00003823857],"category_scores_gemma":[0.00005688672,0.00009265685,0.000162324,0.0003062806,0.00003830223,0.0001418658,0.00002564103,0.0005796016,0.0000355255],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0000800156,"about_ca_system_score_gemma":0.00001780145,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000002582017,"about_ca_topic_score_gemma":0.000001373313,"domain_scores_codex":[0.9991646,0.00002523868,0.000225544,0.00008398767,0.000161544,0.0003390174],"domain_scores_gemma":[0.9994079,0.0002471948,0.00002619905,0.0002599795,0.00002287217,0.00003579226],"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":[0.00002742751,0.00001278935,0.0001787498,0.0000499918,0.0007931993,0.00001811235,0.0007632492,0.9509339,0.004018827,0.001762662,0.01640521,0.02503587],"study_design_scores_gemma":[0.0006796612,0.00006251596,0.001930337,0.0002433663,0.0002206288,0.0001131361,0.0002953118,0.6143844,0.0051326,0.00108367,0.3754719,0.000382544],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7949075,0.01783294,0.167633,0.002059617,0.005999261,0.0002338145,0.000002225955,0.0004826761,0.01084907],"genre_scores_gemma":[0.9980084,0.0005298739,0.0001067224,0.0001201757,0.0004534317,0.00001230904,6.166567e-7,0.00002761991,0.0007408007],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3590667,"threshold_uncertainty_score":0.3778436,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4394746886","doi":"10.62913/engj.v54i2.1113","title":"A Boundary Stress Model for Fillet-Welded Connection Plates","year":2017,"lang":"en","type":"article","venue":"Engineering Journal","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":"Waiward Steel (Canada)","funders":"","keywords":"Fillet (mechanics); Structural engineering; Welding; Boundary value problem; Fillet weld; Connection (principal bundle); Shear stress; Engineering; Mathematics; Mechanics; Mathematical analysis; Mechanical engineering; Physics","retraction":null,"screen_n_in":null,"score":{"opus":0.01289243374335063,"gpt":0.2245463083363942,"spread":0.2116538745930436,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000137125,0.0001833073,0.0002138885,0.0001399705,0.0004689461,0.0004679979,0.0002987408,0.00008909866,0.00003112402],"category_scores_gemma":[0.0001877879,0.0001801008,0.0001587593,0.00003680798,0.00001814982,0.000316866,0.00002758026,0.0003450972,0.000005771681],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001070237,"about_ca_system_score_gemma":0.00001570089,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000006610753,"about_ca_topic_score_gemma":0.000003604627,"domain_scores_codex":[0.9991864,0.000003433621,0.0002255993,0.0001237057,0.000143146,0.0003177045],"domain_scores_gemma":[0.9994246,0.00004004245,0.00006966196,0.0002835785,0.00005802359,0.0001240453],"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":[0.000006959274,0.000002620268,0.0001513229,0.00004845944,0.0001590248,0.000006096259,0.0001409597,0.9733853,0.02403861,0.00008695674,0.0007828281,0.001190903],"study_design_scores_gemma":[0.0003848503,0.00001475193,0.002025274,0.00007318213,0.00004744551,0.00007605099,0.00001686902,0.9795368,0.016607,0.0002250805,0.0007726023,0.0002201218],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7018862,0.00047216,0.2949668,0.0001477,0.001716303,0.0001112082,0.00003524942,0.0003921269,0.000272245],"genre_scores_gemma":[0.9866437,0.00004931008,0.01240792,0.000005553361,0.0005082238,0.0000111615,0.000006489777,0.0000554061,0.0003122045],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2847575,"threshold_uncertainty_score":0.7344298,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4394746507","doi":"10.62913/engj.v48i3.1013","title":"Seismic Design and Response of Crane-Supporting and Heavy Industrial Steel Structures","year":2011,"lang":"en","type":"article","venue":"Engineering Journal","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":true},"ca_institutions":"Polytechnique Montréal; Hatch (Canada)","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Response spectrum; Seismic analysis; Engineering; Displacement (psychology); Buckling; Brace; Ductility (Earth science); Response analysis; Acceleration; Low-rise; Mode (computer interface); Seismic loading; Computer science; Creep; Materials science","retraction":null,"screen_n_in":null,"score":{"opus":0.02660956283682531,"gpt":0.2121823678171043,"spread":0.185572804980279,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006888013,0.0001301133,0.0002003516,0.000213322,0.0000469195,0.00002717215,0.00007386255,0.00007697476,0.00003108209],"category_scores_gemma":[0.00008323231,0.0001202523,0.00003724896,0.0001142111,0.00002130502,0.0001675484,0.00001677168,0.0003060675,6.058773e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002121752,"about_ca_system_score_gemma":0.00002125865,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000003538068,"about_ca_topic_score_gemma":6.799421e-8,"domain_scores_codex":[0.9992903,0.00002975022,0.0002893672,0.00007840226,0.0001041735,0.0002079472],"domain_scores_gemma":[0.9996583,0.00008118843,0.00005546063,0.00007832878,0.00001933319,0.0001073442],"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":[0.0005431967,0.00001054185,0.002902257,0.00008541453,0.0002846081,0.00005770526,0.00346774,0.9393928,0.04174716,0.00002233409,0.0003799231,0.01110631],"study_design_scores_gemma":[0.0008108342,0.000127718,0.01898015,0.0001102092,0.00008056036,0.0005796307,0.0002878821,0.9446502,0.03369283,0.00007324736,0.0003408716,0.0002658677],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9322292,0.0005113805,0.06699569,0.000009191245,0.0001490938,0.00003722238,0.00000150744,0.00004837759,0.00001835018],"genre_scores_gemma":[0.9922639,0.0001545379,0.007411409,0.000008859284,0.000125011,0.000001182862,3.297522e-7,0.00002200258,0.00001273952],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.06003474,"threshold_uncertainty_score":0.4903745,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4394777994","doi":"10.62913/engj.v42i3.858","title":"Current Steel Structures Research No. 03","year":2005,"lang":"en","type":"article","venue":"Engineering Journal","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"Hong Kong Polytechnic University; Université de Liège; University of Hong Kong; Canadian Institute of Steel Construction","keywords":"Current (fluid); Materials science; Engineering; Electrical engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.02382080395972558,"gpt":0.2940965247909325,"spread":0.2702757208312069,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003581848,0.000210186,0.000196932,0.0004948894,0.0001331466,0.0001742773,0.0002647855,0.00007629729,0.0004266915],"category_scores_gemma":[0.00010636,0.000192789,0.0001219926,0.0004262351,0.00002302583,0.0002700735,0.00002656504,0.001172125,0.0003427699],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002277532,"about_ca_system_score_gemma":0.00002296255,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000001108318,"about_ca_topic_score_gemma":9.863809e-7,"domain_scores_codex":[0.9985456,0.00002220254,0.0003279404,0.0001391652,0.000462095,0.0005029268],"domain_scores_gemma":[0.9992893,0.00006409328,0.00002142287,0.0002043874,0.000165879,0.0002548996],"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":[0.00000186617,0.000003773628,0.00001907553,0.0000323337,0.0000540703,0.000004495355,0.0001011112,0.9575655,0.004532386,0.000553729,0.008265989,0.02886565],"study_design_scores_gemma":[0.0002399424,0.00001757094,0.001932362,0.00004835689,0.00001286475,0.000111422,0.00002389329,0.757959,0.002494108,0.00005746909,0.2368437,0.000259299],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.394355,0.02313349,0.5611722,0.0004782693,0.01129514,0.0003345208,0.00002207777,0.002826539,0.006382668],"genre_scores_gemma":[0.9863843,0.0004877465,0.01046337,0.000009103439,0.002422764,0.000005768519,0.000004423155,0.00006354748,0.0001589702],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.5920293,"threshold_uncertainty_score":0.7861708,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4394775371","doi":"10.62913/engj.v56i4.1154","title":"Empirical Formulation for Compressive Capacity of Gusset Plates","year":2019,"lang":"en","type":"article","venue":"Engineering Journal","topic":"Structural Load-Bearing Analysis","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":"University of Alberta","funders":"Tongji University; University of Alberta","keywords":"Structural engineering; Bracing; Truss; Compressive strength; Finite element method; Boundary value problem; Genetic programming; Bearing capacity; Engineering; Computer science; Mathematics; Brace; Materials science","retraction":null,"screen_n_in":null,"score":{"opus":0.01501503391561827,"gpt":0.231225925301584,"spread":0.2162108913859657,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001059501,0.0001218391,0.0002264608,0.0001473157,0.00002775212,0.00002588753,0.000117358,0.00006805883,0.00005183939],"category_scores_gemma":[0.00005597069,0.0001120614,0.0001339874,0.0001180602,0.000004393546,0.0001457112,0.00001138275,0.0002204712,0.000005970148],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000067601,"about_ca_system_score_gemma":0.000006337008,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000002488361,"about_ca_topic_score_gemma":3.676215e-7,"domain_scores_codex":[0.9993168,0.000005120919,0.0002624543,0.00007750896,0.0001424554,0.0001956908],"domain_scores_gemma":[0.9995769,0.0001182803,0.00005501052,0.0001151281,0.00006714826,0.00006757844],"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":[0.000006797404,0.000002797751,0.004523126,0.0000832658,0.0001254162,7.391776e-7,0.0001712009,0.807775,0.1867263,0.0001022805,0.0003168052,0.0001663752],"study_design_scores_gemma":[0.0004536013,0.00004221076,0.02501219,0.00008832751,0.00004033664,0.00005467603,0.00001743982,0.876957,0.09633683,0.0002358484,0.0005850216,0.0001765248],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9589749,0.0001343492,0.04011624,0.00001320176,0.0004796564,0.00008303749,0.00001215992,0.0000898925,0.00009659688],"genre_scores_gemma":[0.9879698,0.000007930901,0.01181682,0.000003459171,0.0001426316,0.000002595406,0.000006295531,0.00002599786,0.00002453839],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.09038943,"threshold_uncertainty_score":0.4569731,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4394775378","doi":"10.62913/engj.v56i4.1156","title":"Simplified Method to Determine the Effect of Detailing on Cross-Frame Forces","year":2019,"lang":"en","type":"article","venue":"Engineering Journal","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada; Canadian Institute of Steel Construction","keywords":"Girder; Structural engineering; Rotation (mathematics); Structural load; Frame (networking); Engineering; Skew; Mathematics; Mechanical engineering; Geometry","retraction":null,"screen_n_in":null,"score":{"opus":0.004743522112865948,"gpt":0.2527130152171282,"spread":0.2479694931042623,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006987823,0.0002233958,0.0003422865,0.0002190837,0.00005809866,0.0001073992,0.0003480598,0.00007238566,0.00007716629],"category_scores_gemma":[0.0002156542,0.0001495374,0.0002066088,0.0002833452,0.000008545925,0.00009223691,0.00003745151,0.0005154947,0.00004687329],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00007540183,"about_ca_system_score_gemma":0.000005115213,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000004873756,"about_ca_topic_score_gemma":4.4835e-7,"domain_scores_codex":[0.9988683,0.0000384899,0.0003386874,0.0001385809,0.0002753566,0.0003406246],"domain_scores_gemma":[0.9988427,0.0006451784,0.00005538414,0.0003029941,0.00003620458,0.0001175883],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00001644843,6.971221e-7,0.001951947,0.00005941486,0.0001058771,0.00000347347,0.00008001871,0.7913097,0.2028263,0.00001932628,0.00001456302,0.003612258],"study_design_scores_gemma":[0.0004231504,0.0002686676,0.01061701,0.0001528373,0.00006382536,0.0001100509,0.00001129446,0.4205396,0.5670201,0.00001544279,0.0005398234,0.0002382888],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9600747,0.0001212472,0.03873476,0.00002390636,0.0005968639,0.0001240476,0.000002057627,0.0001201064,0.0002022673],"genre_scores_gemma":[0.9908137,0.000003982053,0.008810475,0.00001681917,0.0002038283,0.000004942782,6.244117e-7,0.00005038006,0.00009521739],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3707701,"threshold_uncertainty_score":0.6097957,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4412073037","doi":"10.62913/engj.v62i3.1346","title":"Review and Evaluation of the Separation Factor Approach for Structural Reliability","year":2025,"lang":"en","type":"article","venue":"Engineering Journal","topic":"Concrete Corrosion and Durability","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":"University of Toronto; Dalhousie University","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Reliability (semiconductor); Reliability engineering; Separation (statistics); Factor (programming language); Computer science; Engineering; Physics; Machine learning; Programming language; Thermodynamics","retraction":null,"screen_n_in":null,"score":{"opus":0.0198041174590012,"gpt":0.2947849560423702,"spread":0.274980838583369,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005922296,0.00006775803,0.0001231672,0.00002687617,0.00004195204,0.0000146355,0.00006907815,0.00003080064,0.00001380839],"category_scores_gemma":[0.0003840524,0.00004752492,0.00006013799,0.0001038188,0.00001043918,0.00006463161,0.00001300683,0.0001301371,5.459195e-8],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00007504829,"about_ca_system_score_gemma":0.00002879763,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":3.135705e-7,"about_ca_topic_score_gemma":2.410552e-7,"domain_scores_codex":[0.9995229,0.00002799664,0.0002061484,0.00006348657,0.0001083651,0.00007109719],"domain_scores_gemma":[0.999632,0.00004797885,0.00002795265,0.0001291411,0.0001391956,0.0000237448],"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":[0.000014328,0.00000914894,0.003319882,0.006852126,0.00006828562,3.294705e-8,0.0002728872,0.9204783,0.01917859,0.0003127668,0.003808803,0.04568486],"study_design_scores_gemma":[0.0002591005,0.000006698277,0.02338244,0.0001984581,0.0001014775,0.000006090518,0.000007198142,0.9732692,0.001273414,0.00008752545,0.001345828,0.00006258717],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7857969,0.03613134,0.1751026,0.0002070441,0.001085375,0.001145166,0.00001901418,0.000080287,0.0004322719],"genre_scores_gemma":[0.9974077,0.0003210686,0.002185364,0.00002179461,0.00002582265,0.00001643072,0.000001543911,0.000005250173,0.00001507223],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2116107,"threshold_uncertainty_score":0.193801,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4394746613","doi":"10.62913/engj.v50i4.1054","title":"Current Steel Structures Research No. 34","year":2013,"lang":"en","type":"article","venue":"Engineering Journal","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"University of Toronto; Polytechnique Montréal","keywords":"Current (fluid); Materials science; Engineering; Electrical engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.02173558542226156,"gpt":0.2762255763845768,"spread":0.2544899909623153,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["insufficient_payload"],"consensus_categories":[],"category_scores_codex":[0.0002487659,0.0002124942,0.0002004566,0.0004740871,0.0001294383,0.000289803,0.00027625,0.00007797231,0.001032052],"category_scores_gemma":[0.0001197907,0.0001871049,0.0001146957,0.000444206,0.00002554858,0.0003307756,0.00003012674,0.00113205,0.0005259289],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001837778,"about_ca_system_score_gemma":0.00001913126,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000007716664,"about_ca_topic_score_gemma":4.408635e-7,"domain_scores_codex":[0.9985539,0.0000242659,0.0003185473,0.0001373267,0.0004436064,0.0005223707],"domain_scores_gemma":[0.9991509,0.00007319481,0.0000215082,0.0002124465,0.00025711,0.0002848384],"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":[0.000001002278,0.000004037805,0.00005335887,0.00006236143,0.00008126121,0.000005098655,0.000100363,0.9457437,0.01105964,0.0006436774,0.02147448,0.02077096],"study_design_scores_gemma":[0.0002646208,0.00002816834,0.009557158,0.0000708364,0.000014097,0.0001085358,0.00007098854,0.9318337,0.001979025,0.0003371283,0.05536924,0.0003665063],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5203469,0.01001442,0.4516625,0.0002314003,0.01122663,0.0004457801,0.00001053277,0.002050236,0.004011658],"genre_scores_gemma":[0.9930019,0.000321346,0.005316615,0.000007095729,0.001105696,0.00001762908,0.000004410326,0.00006348536,0.0001617668],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4726551,"threshold_uncertainty_score":0.9998811,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4394746257","doi":"10.62913/engj.v47i2.983","title":"Current Steel Structures Research No. 22","year":2010,"lang":"en","type":"article","venue":"Engineering Journal","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"","funders":"Univerza v Ljubljani; University of Alberta; Lehigh University","keywords":"Current (fluid); Materials science; Engineering; Electrical engineering","retraction":null,"screen_n_in":null,"score":{"opus":0.01658962782048089,"gpt":0.2842452679504563,"spread":0.2676556401299754,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["research_integrity"],"consensus_categories":[],"category_scores_codex":[0.0005547084,0.000219434,0.0002179469,0.0005047013,0.0001743822,0.000249284,0.0004457539,0.0001113738,0.0005746342],"category_scores_gemma":[0.0003643454,0.0001988653,0.0001337696,0.0004248192,0.00003630238,0.0001838542,0.00005977034,0.003258554,0.0001743608],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001021927,"about_ca_system_score_gemma":0.00002914704,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000005501,"about_ca_topic_score_gemma":0.000003009091,"domain_scores_codex":[0.9983041,0.00002356887,0.0003039631,0.0001708104,0.0005836419,0.0006139214],"domain_scores_gemma":[0.9990234,0.0001069171,0.00002744791,0.0003259875,0.0002232617,0.0002929212],"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":[0.000006428115,0.000009469653,0.0009489221,0.0001051969,0.000185606,0.00004775328,0.0002167702,0.2017259,0.7703286,0.001338285,0.0103039,0.01478321],"study_design_scores_gemma":[0.001138675,0.00009981496,0.09136479,0.0002270103,0.0001021639,0.001305544,0.00007718606,0.4452424,0.1103899,0.001729214,0.3467921,0.001531191],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9877924,0.001195912,0.001724487,0.00003145099,0.007447461,0.0000725694,0.000005123943,0.0004246086,0.001305983],"genre_scores_gemma":[0.9904527,0.0001201033,0.00687645,0.000002732764,0.002361433,0.000004775342,0.00000262142,0.00006967004,0.0001095136],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.6599387,"threshold_uncertainty_score":0.999041,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W4394747349","doi":"10.62913/engj.v57i4.1172","title":"Steel Structures Research Update: Continuity Plate Design for Special and Intermediate Moment Frames","year":2020,"lang":"en","type":"article","venue":"Engineering Journal","topic":"Structural Load-Bearing Analysis","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":"Moment (physics); Engineering; Bridge (graph theory); Structural engineering; Medicine; Physics; Classical mechanics; Surgery","retraction":null,"screen_n_in":null,"score":{"opus":0.03464229724587643,"gpt":0.2700900682699887,"spread":0.2354477710241123,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004418914,0.0002103896,0.0002997144,0.0002060288,0.000128218,0.0002693414,0.0002445892,0.00009717688,0.00008768425],"category_scores_gemma":[0.0002428137,0.000194636,0.00009055463,0.0002178524,0.00003209972,0.0001574186,0.0000663666,0.0008418566,0.000007860571],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001096147,"about_ca_system_score_gemma":0.0000187502,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000001408439,"about_ca_topic_score_gemma":7.093203e-7,"domain_scores_codex":[0.9986586,0.00003566081,0.0003113886,0.00019663,0.00032114,0.000476607],"domain_scores_gemma":[0.9992658,0.0001810024,0.00003671465,0.0001127738,0.0000887796,0.0003149444],"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":[0.0001358348,0.000005555583,0.0003207797,0.0002317501,0.0006051358,0.00007772831,0.002295711,0.8972692,0.0724494,0.0009657427,0.01035308,0.01529008],"study_design_scores_gemma":[0.001849577,0.000292127,0.01457867,0.0001265882,0.0001209291,0.0001594107,0.0002677248,0.8814964,0.07086402,0.001742196,0.02772214,0.0007802113],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.769833,0.001068971,0.2267468,0.0003890668,0.001272911,0.0003142332,0.00002783213,0.0002820543,0.00006514862],"genre_scores_gemma":[0.9736218,0.0001723466,0.02318557,0.00002392138,0.002909725,0.00001025564,0.000003548203,0.00005716558,0.00001569901],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2037887,"threshold_uncertainty_score":0.7937027,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}