{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":21,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":21,"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","author_layer_release":"2026-06-26"},"query_hash":"c036665c1108","filters":{"venue":"Structures Congress 2014"}},"results":[{"id":"W2331119965","doi":"10.1061/9780784413357.216","title":"Three-Dimensional, Nonlinear, Dynamic Analysis of Modular Steel Buildings","year":2014,"lang":"en","type":"article","venue":"Structures Congress 2014","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":25,"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":"OpenSees; Modular design; Structural engineering; Nonlinear system; Discontinuity (linguistics); Ground motion; Computer science; Engineering; Finite element method; Mathematics","authors":[{"name":"Amirahmad Fathieh","is_ca":true},{"name":"Oya Mercan","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004689736622190338,"gpt":0.2185540163716518,"spread":0.2138642797494615,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00008607466,0.00030615,0.0001766435,0.000501326,0.0001642443,0.0002956692,0.0002363987,0.000324636,0.001090253],"category_scores_gemma":[0.0002240946,0.0001697103,0.0003233067,0.0002773236,0.0003236688,0.0001934521,0.0002567138,0.00016139,0.0001845499],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002466287,"about_ca_system_score_gemma":0.0002208574,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004642698,"about_ca_topic_score_gemma":0.004680323,"domain_scores_codex":[0.9999471,0.000007683676,0.000002025633,0.000008184208,0.00002418815,0.00001081658],"domain_scores_gemma":[0.999935,0.00002318854,0.00001504144,0.000005787876,0.00001426312,0.000006653824],"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":[0.00002843402,0.00003413463,0.004465745,0.00002724155,0.00001379623,0.0001140834,0.00008463675,0.9531126,0.03332216,0.001495478,0.0001304334,0.007171303],"study_design_scores_gemma":[0.00000196999,0.000023766,0.005891518,0.000001971757,0.000002048852,0.00002685273,0.00003491545,0.9923179,0.001180882,0.0002858471,0.0002261437,0.000006180847],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9262149,0.00006949795,0.06580993,0.00004666677,0.000004984971,0.00002809669,0.0002739188,0.00008798746,0.007464092],"genre_scores_gemma":[0.9936374,0.00005228869,0.004683592,0.000006971833,0.000003236574,0.00002202445,0.0001109264,0.00001275319,0.001470848],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004642698,"threshold_uncertainty_score":0.009231329,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2096553017","doi":"10.1061/9780784413357.072","title":"Finite Element Analysis of a Reinforced Concrete Slab-Column Connection using ABAQUS","year":2014,"lang":"en","type":"article","venue":"Structures Congress 2014","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":21,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Waterloo","funders":"","keywords":"Slab; Structural engineering; Punching; Finite element method; Reinforced concrete; Shear (geology); Reinforcement; Column (typography); Materials science; Connection (principal bundle); Engineering; Composite material","authors":[{"name":"Aikaterini S. Genikomsou","is_ca":true},{"name":"Maria Anna Polak","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01102531238819953,"gpt":0.2422258177335143,"spread":0.2312005053453148,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003243378,0.0004076664,0.0004019505,0.0004025879,0.0003654716,0.0003789544,0.0005809189,0.0007607539,0.004752021],"category_scores_gemma":[0.0004631832,0.0003846687,0.00042013,0.0002769539,0.0003557323,0.00018292,0.0002683915,0.0003655762,0.0006586676],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003047568,"about_ca_system_score_gemma":0.001051323,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.008941364,"about_ca_topic_score_gemma":0.00745186,"domain_scores_codex":[0.9998672,0.00002922131,0.000006531608,0.00001316293,0.00006518555,0.00001863234],"domain_scores_gemma":[0.9997692,0.0001065298,0.00002086337,0.00002315345,0.0000709079,0.000009394204],"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":[0.00005302076,0.00006355686,0.00160817,0.0001089682,0.0000190026,0.000113625,0.0001057285,0.9400679,0.04235027,0.002331289,0.0004290829,0.01274937],"study_design_scores_gemma":[0.000009862328,0.00004583053,0.0009593638,0.00001071693,0.000005730245,0.00002879828,0.00003345677,0.9922364,0.004998128,0.0002672572,0.001396773,0.000007779359],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5346974,0.0001662931,0.4451064,0.0001953211,0.00005964376,0.0002195843,0.001238797,0.001820117,0.01649642],"genre_scores_gemma":[0.8286361,0.0001307206,0.1627065,0.00004627637,0.000006776801,0.0003143635,0.0006611943,0.0001424651,0.007355685],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.008941364,"threshold_uncertainty_score":0.01777864,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2156450740","doi":"10.1061/9780784413357.213","title":"Experimental Behavior of Low-Ductility Brace Connection Limit States","year":2014,"lang":"en","type":"article","venue":"Structures Congress 2014","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"Polytechnique Montréal","funders":"Polytechnique Montréal","keywords":"Structural engineering; Brace; Welding; Fillet weld; Flange; Fillet (mechanics); Ductility (Earth science); Connection (principal bundle); Buckling; Failure mode and effects analysis; Ultimate tensile strength; Materials science; Engineering; Composite material","authors":[{"name":"Ali Davaran","is_ca":true},{"name":"Robert Tremblay","is_ca":true},{"name":"Thierry Béland","is_ca":true},{"name":"Larry A. Fahnestock","is_ca":true},{"name":"Eric M. Hines","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006308911488666188,"gpt":0.2314001943593433,"spread":0.2250912828706771,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005407275,0.0002808398,0.0001998152,0.0005807459,0.0005100896,0.0003098554,0.0006450957,0.0004252955,0.006243025],"category_scores_gemma":[0.00166525,0.0003305423,0.0001258598,0.0003420317,0.0009228139,0.0005522578,0.0005493857,0.0004607102,0.0006185725],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004052505,"about_ca_system_score_gemma":0.0002169049,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002297151,"about_ca_topic_score_gemma":0.006205631,"domain_scores_codex":[0.9995994,0.00003696017,0.00002388277,0.00008311924,0.0001690654,0.00008758243],"domain_scores_gemma":[0.9986017,0.0002897425,0.0002048641,0.0002510498,0.000509754,0.0001428296],"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":[0.0006576832,0.0002560433,0.01010732,0.0001019341,0.00001379313,0.0003343659,0.001120076,0.007318974,0.9705067,0.001280127,0.0003707519,0.007932159],"study_design_scores_gemma":[0.00003898713,0.00220769,0.04309126,0.00004840588,0.00002470553,0.0002741174,0.0008527596,0.03662933,0.9138927,0.0004613262,0.002432462,0.00004611378],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9963289,0.00004366478,0.001439462,0.00001259023,0.000003479887,0.00001670539,0.0001371151,0.00008926255,0.001928819],"genre_scores_gemma":[0.9975503,0.00002736323,0.0009753414,0.000006958157,9.590317e-7,0.00002666393,0.0001792753,0.00001826598,0.001214923],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.006243025,"threshold_uncertainty_score":0.02088499,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2017759145","doi":"10.1061/9780784413357.083","title":"Full-Scale Tests on Shear Connections of Composite Beams Under a Column Removal Scenario","year":2014,"lang":"en","type":"article","venue":"Structures Congress 2014","topic":"Structural Response to Dynamic Loads","field":"Engineering","cited_by":11,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"","keywords":"Structural engineering; Slab; Deflection (physics); Composite number; Shear (geology); Failure mode and effects analysis; Materials science; Framing (construction); Flexural strength; Engineering; Geotechnical engineering; Composite material; Physics","authors":[{"name":"A. Jamshidi","is_ca":true},{"name":"Robert G. Driver","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006314953523713974,"gpt":0.2274753171440348,"spread":0.2211603636203208,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005675271,0.00123461,0.0005610441,0.0006700701,0.0006067175,0.0002108533,0.001008694,0.001083503,0.00473177],"category_scores_gemma":[0.001141393,0.0004181072,0.0005222841,0.0005257687,0.0006362519,0.0004975086,0.0008625684,0.0007379393,0.0007800864],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002280714,"about_ca_system_score_gemma":0.0003846271,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001534577,"about_ca_topic_score_gemma":0.003303827,"domain_scores_codex":[0.9991855,0.00007144561,0.00004832813,0.0001476441,0.0004019446,0.0001450073],"domain_scores_gemma":[0.9986979,0.000275105,0.0001940612,0.0002156054,0.0003918313,0.0002254609],"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":[0.0008123224,0.0003395454,0.002810416,0.0001459384,0.00002719942,0.0003648153,0.0002688429,0.008247351,0.9818887,0.0001034411,0.0001440531,0.004847383],"study_design_scores_gemma":[0.00008340997,0.01607443,0.04713024,0.0000427645,0.00009908608,0.0003536623,0.0005180174,0.02008392,0.9136461,0.0001268229,0.001782537,0.00005895859],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9976591,0.00005442899,0.001452642,0.000007646001,0.00001463392,0.00005133162,0.0001812311,0.00007241191,0.0005066873],"genre_scores_gemma":[0.9960848,0.00006913871,0.002035784,0.00001561085,0.000006015121,0.00006455144,0.0002494004,0.00002148079,0.001453155],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00473177,"threshold_uncertainty_score":0.01582938,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2110527991","doi":"10.1061/9780784413357.212","title":"Large-Scale Testing of Low-Ductility, Concentrically-Braced Frames","year":2014,"lang":"en","type":"article","venue":"Structures Congress 2014","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Polytechnique Montréal","funders":"Lehigh University","keywords":"Ductility (Earth science); Structural engineering; Braced frame; Seismic analysis; Frame (networking); Structural system; Seismic hazard; Hazard; Computer science; Engineering; Civil engineering; Materials science; Mechanical engineering","authors":[{"name":"Cameron R. Bradley","is_ca":true},{"name":"Joshua G. Sizemore","is_ca":true},{"name":"J. Nelson","is_ca":true},{"name":"Robert Tremblay","is_ca":true},{"name":"Eric M. Hines","is_ca":true},{"name":"Larry A. Fahnestock","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00615054942729474,"gpt":0.2193997674975287,"spread":0.213249218070234,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001058215,0.000594172,0.0003084592,0.000614159,0.0004310491,0.000272374,0.000891238,0.0004615245,0.002193844],"category_scores_gemma":[0.001781133,0.0002467894,0.0001974946,0.000375435,0.0006107733,0.0003929559,0.0005987735,0.0003191802,0.000505286],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002711647,"about_ca_system_score_gemma":0.0003150429,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001842297,"about_ca_topic_score_gemma":0.00700363,"domain_scores_codex":[0.9993936,0.00007239861,0.00003290825,0.00009249739,0.0002832615,0.0001252815],"domain_scores_gemma":[0.9988594,0.0002300585,0.0001393416,0.0002159901,0.0004124057,0.0001429354],"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":[0.0007931308,0.0005291034,0.01177058,0.0001339486,0.00002687083,0.0004555749,0.0007663426,0.01916401,0.9401303,0.0008850976,0.0003058658,0.02503909],"study_design_scores_gemma":[0.0001547543,0.01378191,0.09155504,0.00004686402,0.00006141318,0.0005704218,0.001136615,0.06136556,0.8270955,0.000649734,0.003502391,0.00007974986],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9902856,0.00005140365,0.007973936,0.00001158011,0.00001043518,0.00005225021,0.0001081857,0.0000786255,0.00142811],"genre_scores_gemma":[0.9942667,0.00004338102,0.00431968,0.000009797777,0.000002222158,0.00003430919,0.0001170258,0.00001737648,0.001189521],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002193844,"threshold_uncertainty_score":0.00733912,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2139688121","doi":"10.1061/9780784413357.208","title":"Seismic Behavior of Low-Ductility Concentrically-Braced Frames","year":2014,"lang":"en","type":"article","venue":"Structures Congress 2014","topic":"Seismic Performance and 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":"Polytechnique Montréal","funders":"","keywords":"Structural engineering; OpenSees; Brace; Bracing; Braced frame; Incremental Dynamic Analysis; Parametric statistics; Seismic hazard; Seismic analysis; Engineering; Earthquake simulation; Pier; Eurocode; Nonlinear system; Framing (construction); Frame (networking); Geology; Finite element method; Civil engineering; Telecommunications","authors":[{"name":"Joshua G. Sizemore","is_ca":true},{"name":"Ali Davaran","is_ca":true},{"name":"Larry A. Fahnestock","is_ca":true},{"name":"Robert Tremblay","is_ca":true},{"name":"Eric M. Hines","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004845309237886391,"gpt":0.2202939944396738,"spread":0.2154486852017874,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002736724,0.0003050239,0.0002013748,0.0005812421,0.0002472567,0.000368781,0.0004441111,0.0003202562,0.002424896],"category_scores_gemma":[0.000769051,0.0001707637,0.0001277359,0.0002479559,0.0006484289,0.0002622003,0.0002934422,0.0001973387,0.0002826435],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003426438,"about_ca_system_score_gemma":0.0001729785,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003366477,"about_ca_topic_score_gemma":0.004277879,"domain_scores_codex":[0.9998981,0.00001709273,0.000005141687,0.00001838302,0.0000281472,0.0000331869],"domain_scores_gemma":[0.9997256,0.00006524909,0.00008157685,0.00003653011,0.00005284587,0.00003808796],"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":[0.002018738,0.0003210667,0.04016366,0.0001317239,0.00007885362,0.001929669,0.001607599,0.5087771,0.400587,0.0116073,0.0007785925,0.03199873],"study_design_scores_gemma":[0.00009029997,0.002255996,0.06293344,0.00003527426,0.00004142138,0.0003665551,0.0007816764,0.8571604,0.07355999,0.001449712,0.001262763,0.00006249719],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.997515,0.00001232649,0.00121514,0.000006594927,0.000001417407,0.000003614136,0.00002380008,0.00001856326,0.001203495],"genre_scores_gemma":[0.9993322,0.000007686343,0.0002694689,0.000001777702,4.542576e-7,0.000001728417,0.00002206592,0.000002352953,0.0003621848],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003366477,"threshold_uncertainty_score":0.008112073,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2104131453","doi":"10.1061/9780784413357.209","title":"Cyclic Experimental Behavior of Angles and Applications for Connection Design and Modeling","year":2014,"lang":"en","type":"article","venue":"Structures Congress 2014","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":"Polytechnique Montréal","funders":"National Science Foundation","keywords":"Structural engineering; Moment (physics); Thread (computing); Monotonic function; Beam (structure); Engineering; Mathematics; Physics; Mechanical engineering","authors":[{"name":"J. Nelson","is_ca":true},{"name":"Ali Davaran","is_ca":true},{"name":"Thierry Béland","is_ca":true},{"name":"Cameron R. Bradley","is_ca":true},{"name":"Eric M. Hines","is_ca":true},{"name":"Robert Tremblay","is_ca":true},{"name":"Larry A. Fahnestock","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01655560793393866,"gpt":0.2577991136274458,"spread":0.2412435056935072,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007884176,0.0006972924,0.0001683135,0.0005387831,0.0003151357,0.0004241932,0.0005938539,0.0004606986,0.005698921],"category_scores_gemma":[0.002077963,0.0002609747,0.0002285849,0.0006820107,0.0004480341,0.0004667956,0.0003092934,0.0004285627,0.000615069],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003881721,"about_ca_system_score_gemma":0.0003761759,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001926718,"about_ca_topic_score_gemma":0.004416436,"domain_scores_codex":[0.9995283,0.00008596345,0.0000379819,0.00007227984,0.0002158662,0.00005956684],"domain_scores_gemma":[0.9987984,0.0004240431,0.0001944162,0.0002216144,0.000313247,0.00004820016],"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":[0.0006735444,0.0007854839,0.03636808,0.000532806,0.00002888832,0.0002142685,0.0005154625,0.3101538,0.5143775,0.005671745,0.001985003,0.1286933],"study_design_scores_gemma":[0.00003040658,0.00235085,0.05257414,0.000108202,0.00005378191,0.0001994853,0.0004326297,0.4010429,0.5273576,0.00141496,0.01432846,0.0001065425],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9123155,0.00047667,0.07145146,0.0001036794,0.000099235,0.0001383543,0.001226834,0.0004737143,0.01371468],"genre_scores_gemma":[0.9879658,0.0002740734,0.009838953,0.00001307839,0.000007646848,0.00009198117,0.0004080381,0.00003410126,0.001366303],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.005698921,"threshold_uncertainty_score":0.01906478,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1991559217","doi":"10.1061/9780784413357.047","title":"Deck Replacement of the Angus L. Macdonald Suspension Bridge","year":2014,"lang":"en","type":"article","venue":"Structures Congress 2014","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":true},"ca_institutions":"Buckland & Taylor (Canada); Nova Scotia Hospital","funders":"","keywords":"Bridge (graph theory); Deck; Suspension (topology); Structural engineering; Engineering; Wind tunnel; Nova scotia; Aerodynamics; Forensic engineering; Marine engineering; Geology; Aerospace engineering","authors":[{"name":"Dusan Radojevic","is_ca":true},{"name":"J D Eppell","is_ca":true},{"name":"Keith F. Kirkwood","is_ca":true},{"name":"Peter G. Buckland","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006161780725594755,"gpt":0.2102827630117435,"spread":0.2041209822861488,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002994998,0.0002607944,0.0002530224,0.0004631008,0.000678874,0.00040478,0.0008223805,0.0003958338,0.006184974],"category_scores_gemma":[0.0005014536,0.0001136484,0.0001714876,0.0002286684,0.0002564731,0.0001900431,0.0005601058,0.0004902483,0.00144678],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0008619414,"about_ca_system_score_gemma":0.001033862,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.02597337,"about_ca_topic_score_gemma":0.06451178,"domain_scores_codex":[0.9996665,0.00001924566,0.00001268923,0.00004327554,0.0001937881,0.00006463274],"domain_scores_gemma":[0.9996452,0.00001771327,0.00002599927,0.00006096225,0.0001811241,0.00006892214],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"not_applicable","study_design_scores_codex":[0.002647732,0.0009736004,0.10702,0.0002939241,0.00008891941,0.007496719,0.001057792,0.02737746,0.3777113,0.006440641,0.0300546,0.4388372],"study_design_scores_gemma":[0.0003639509,0.007920533,0.4916647,0.0001769038,0.0001341508,0.005844065,0.001983777,0.08958372,0.1895068,0.00117311,0.2115,0.0001483147],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"other","genre_scores_codex":[0.9666862,0.0001190272,0.004919252,0.000142886,0.0002374776,0.0001018596,0.0004930425,0.0002430111,0.02705725],"genre_scores_gemma":[0.9688694,0.0000472308,0.005667835,0.00006766158,0.0000159348,0.0000341155,0.0007060585,0.00004042979,0.02455135],"genre_candidate":"other","genre_consensus":null,"teacher_disagreement_score":0.02597337,"threshold_uncertainty_score":0.05164438,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2319357791","doi":"10.1061/9780784413357.107","title":"Investigations of the Use of Multiple Tuned Liquid Dampers in Vibration Control","year":2014,"lang":"en","type":"article","venue":"Structures Congress 2014","topic":"Vibration Control and Rheological Fluids","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":"University of Toronto","funders":"","keywords":"Vibration; Damper; Vibration control; Structural engineering; Boundary value problem; Tuned mass damper; Mode (computer interface); Materials science; Acoustics; Computer science; Engineering; Physics","authors":[{"name":"Ali Ashasi-Sorkhabi","is_ca":true},{"name":"James Kristie","is_ca":true},{"name":"Oya Mercan","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01429843850750749,"gpt":0.1986820348384495,"spread":0.184383596330942,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000521882,0.0002895744,0.0004226259,0.0003619889,0.0002800013,0.0006695642,0.000591502,0.000569934,0.00103695],"category_scores_gemma":[0.001009868,0.0002132803,0.0002933793,0.0002683035,0.0005307556,0.0008196821,0.0003713099,0.0003536518,0.0001671407],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003452611,"about_ca_system_score_gemma":0.0002014846,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0004017791,"about_ca_topic_score_gemma":0.0003587065,"domain_scores_codex":[0.9995651,0.00005666559,0.00002489364,0.0001120756,0.0001843608,0.00005693643],"domain_scores_gemma":[0.999465,0.0002663623,0.0000786372,0.00005594398,0.00009997442,0.00003402435],"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":[0.0005762034,0.0003653116,0.001782706,0.0006933577,0.00005444077,0.0003834464,0.0003967813,0.02758142,0.8500316,0.00567088,0.000241808,0.1122221],"study_design_scores_gemma":[0.00008597266,0.003062447,0.002783506,0.00008450542,0.0001100168,0.0005034403,0.0002753072,0.2925364,0.689349,0.0009969126,0.01015353,0.00005902705],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.869307,0.008414498,0.1113204,0.0003474247,0.0001112828,0.0001480259,0.00003245418,0.0001844131,0.01013439],"genre_scores_gemma":[0.9836621,0.001044094,0.01432367,0.00002314796,0.00001464693,0.00002146916,0.000009658405,0.000009048692,0.0008921154],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00103695,"threshold_uncertainty_score":0.003468931,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2133048860","doi":"10.1061/9780784413357.237","title":"A New Seismic Design Method for Steel Multi-Tiered Braced Frames","year":2014,"lang":"en","type":"article","venue":"Structures Congress 2014","topic":"Structural Load-Bearing 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":"Polytechnique Montréal","funders":"","keywords":"Structural engineering; Bracing; Brace; Ductility (Earth science); Seismic analysis; Stiffness; Finite element method; Flexural strength; Braced frame; Stability (learning theory); Design methods; Bending; Computer science; Moment (physics); Seismic loading; Nonlinear system; Engineering; Materials science; Frame (networking); Creep; Mechanical engineering; Composite material","authors":[{"name":"Ali Imanpour","is_ca":true},{"name":"Robert Tremblay","is_ca":true},{"name":"Ali Davaran","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01693745451178445,"gpt":0.2720939832568245,"spread":0.2551565287450401,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003069821,0.0008188577,0.0004181048,0.0005318857,0.0002778908,0.0004137391,0.0008106499,0.000525964,0.005187783],"category_scores_gemma":[0.0003068133,0.000359013,0.0004208648,0.0003092047,0.0002989475,0.0003072377,0.000433799,0.00044952,0.0009458254],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003537194,"about_ca_system_score_gemma":0.0007476406,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001625522,"about_ca_topic_score_gemma":0.003760525,"domain_scores_codex":[0.9998029,0.00003975143,0.000009523836,0.00002781583,0.0001029855,0.00001701715],"domain_scores_gemma":[0.999897,0.00002320788,0.00001614752,0.000007420627,0.00004900889,0.000007219931],"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":[0.00007894974,0.00005962696,0.0006716135,0.0005544162,0.00005142549,0.0001941058,0.0002191146,0.5676801,0.1256035,0.03327777,0.003236542,0.2683729],"study_design_scores_gemma":[0.00002266968,0.0001366924,0.0001865624,0.00003644156,0.000019542,0.000134162,0.00004113138,0.97096,0.008708012,0.002817666,0.01692014,0.00001708174],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.002128931,0.00005481051,0.9961079,0.00001291399,0.00001484745,0.00002591929,0.00001703376,0.00009451612,0.001543095],"genre_scores_gemma":[0.1319729,0.0002824491,0.8615109,0.00005161712,0.00002784203,0.0002341407,0.0001134622,0.00009352261,0.005713184],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.005187783,"threshold_uncertainty_score":0.01735485,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2006598453","doi":"10.1061/9780784413357.211","title":"Experimental Behavior of Bolted Angles and Beam-to-Column Connections","year":2014,"lang":"en","type":"article","venue":"Structures Congress 2014","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":false},"ca_institutions":"Polytechnique Montréal","funders":"Natural Sciences and Engineering Research Council of Canada; Polytechnique Montréal; National Science Foundation","keywords":"Structural engineering; Column (typography); Beam (structure); Moment (physics); Joint (building); Frame (networking); Ductility (Earth science); Rotation (mathematics); Test data; Engineering; Geometry; Materials science; Creep; Connection (principal bundle); Mathematics; Physics; Mechanical engineering","authors":[{"name":"Thierry Béland","is_ca":true},{"name":"Cameron R. Bradley","is_ca":true},{"name":"J. Nelson","is_ca":true},{"name":"Ali Davaran","is_ca":true},{"name":"Eric M. Hines","is_ca":true},{"name":"Robert Tremblay","is_ca":true},{"name":"Larry A. Fahnestock","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005737654050578999,"gpt":0.2285354233139689,"spread":0.2227977692633899,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006157054,0.0006854012,0.0003172849,0.0006764467,0.0004180673,0.0003674456,0.0007682848,0.0006384468,0.006581948],"category_scores_gemma":[0.002214447,0.0003443246,0.0001897739,0.0007117202,0.0007213503,0.0005578165,0.0006759043,0.000600857,0.0006754871],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002904977,"about_ca_system_score_gemma":0.0002784719,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001507657,"about_ca_topic_score_gemma":0.002709143,"domain_scores_codex":[0.99902,0.0001149659,0.00007757362,0.0001552548,0.0003946897,0.0002376487],"domain_scores_gemma":[0.9979461,0.0005506799,0.0002831921,0.0002835529,0.0006673635,0.0002691331],"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":[0.001626979,0.0005389766,0.005478588,0.0001577744,0.00002759227,0.0002670424,0.0004816496,0.0147376,0.9644915,0.0004951127,0.0003170423,0.01138014],"study_design_scores_gemma":[0.00005418911,0.006498379,0.01565241,0.00003786724,0.00003526227,0.0001106369,0.0004884994,0.01448821,0.960773,0.0001318075,0.001698672,0.00003111178],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9962813,0.00007871887,0.00154797,0.00001592887,0.00001621363,0.00003082194,0.0003652585,0.00006465569,0.001599102],"genre_scores_gemma":[0.9966093,0.00008430264,0.0009416473,0.00001118394,0.000004558935,0.00002951778,0.0003375732,0.00002548888,0.001956529],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.006581948,"threshold_uncertainty_score":0.02201885,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1985050839","doi":"10.1061/9780784413357.074","title":"Reliability Analysis of a Reinforced Concrete Slab-Column Connection without Shear Reinforcement","year":2014,"lang":"en","type":"article","venue":"Structures Congress 2014","topic":"Structural Behavior of Reinforced Concrete","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 Waterloo","funders":"","keywords":"Structural engineering; Punching; Slab; Reinforced concrete; Shear (geology); Reinforcement; Shear strength (soil); Brittleness; Reliability (semiconductor); Sensitivity (control systems); Computer science; Materials science; Engineering; Geology; Composite material; Physics","authors":[{"name":"Georgios P. Balomenos","is_ca":true},{"name":"Maria Anna Polak","is_ca":true},{"name":"Mahesh D. Pandey","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.007252483935534004,"gpt":0.2338934447848155,"spread":0.2266409608492815,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005765549,0.0006078934,0.00031994,0.0006256949,0.0002192712,0.0002490451,0.0004559055,0.0005820082,0.001395894],"category_scores_gemma":[0.001336395,0.000249752,0.0005394889,0.0002987951,0.0004698714,0.0003086434,0.0002429705,0.0003211504,0.0002354503],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005360554,"about_ca_system_score_gemma":0.0005310982,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.006197129,"about_ca_topic_score_gemma":0.005000049,"domain_scores_codex":[0.9997061,0.00006788421,0.0000091453,0.00006197236,0.0001227612,0.00003215807],"domain_scores_gemma":[0.9991626,0.0003761764,0.0001663111,0.00006887139,0.0001947873,0.00003140096],"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":[0.00009227422,0.00001648079,0.002365145,0.00006110096,0.00003467081,0.0001894581,0.00003897393,0.9611478,0.03027936,0.001350293,0.0001145769,0.004309876],"study_design_scores_gemma":[0.000003800472,0.0001673463,0.002378065,0.000004960094,0.0000252063,0.00006192309,0.00001207017,0.9905565,0.006376116,0.0002748553,0.0001307759,0.000008348191],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8648293,0.0003307891,0.1301007,0.0001224821,0.00001645972,0.00005627673,0.0002794302,0.0004180109,0.003846516],"genre_scores_gemma":[0.9943603,0.0000604869,0.004644477,0.000004404716,0.000002976832,0.00001404901,0.00006278556,0.00001529963,0.0008353328],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.006197129,"threshold_uncertainty_score":0.01232213,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2334717228","doi":"10.1061/9780784413357.080","title":"Canadian Disproportionate Collapse Design Provisions and Recent Research Developments","year":2014,"lang":"en","type":"article","venue":"Structures Congress 2014","topic":"Structural Response to Dynamic Loads","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Canadian Standards Association; University of Alberta","funders":"","keywords":"Progressive collapse; Scope (computer science); Engineering; Forensic engineering; Computer science; Structural engineering; Reinforced concrete","authors":[{"name":"Robert G. Driver","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02347234953152898,"gpt":0.2834448190862512,"spread":0.2599724695547223,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.007109527,0.001157305,0.0006327074,0.004011306,0.003624619,0.003307217,0.004301397,0.001563517,0.01284035],"category_scores_gemma":[0.007752331,0.0008429174,0.0009031701,0.005342493,0.003064797,0.001392896,0.001886003,0.001364179,0.001690971],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.05348617,"about_ca_system_score_gemma":0.08838713,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.9553906,"about_ca_topic_score_gemma":0.9573449,"domain_scores_codex":[0.9898015,0.0004720695,0.0002046939,0.0005265392,0.008311134,0.0006840482],"domain_scores_gemma":[0.9883175,0.0006700412,0.0003193931,0.0004451941,0.009594515,0.0006533073],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"observational","study_design_scores_codex":[0.0002468489,0.0002555981,0.005922779,0.002025424,0.00004174587,0.0003841229,0.002137145,0.03909485,0.01062878,0.1918171,0.1059657,0.6414798],"study_design_scores_gemma":[0.00003254352,0.0001307444,0.007697894,0.0007181058,0.00005724398,0.0001983429,0.0008561024,0.009326073,0.006563361,0.007407728,0.9668564,0.00015538],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"other","genre_gemma":"empirical","genre_scores_codex":[0.05592237,0.0837315,0.1350017,0.01842053,0.001684111,0.0009215948,0.003905265,0.00323535,0.6971776],"genre_scores_gemma":[0.4239718,0.09564923,0.1922664,0.004878887,0.000404695,0.000389902,0.006366746,0.0007983487,0.275274],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.05348617,"threshold_uncertainty_score":0.3880711,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2014938404","doi":"10.1061/9780784413357.189","title":"Reliability Analysis of Shear Tab Connections under Progressive Collapse Scenario","year":2014,"lang":"en","type":"article","venue":"Structures Congress 2014","topic":"Structural Response to Dynamic Loads","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"","keywords":"Catenary; Progressive collapse; Structural engineering; Shear (geology); Beam (structure); Finite element method; Connection (principal bundle); Engineering; Materials science; Reinforced concrete","authors":[{"name":"A. Jamshidi","is_ca":true},{"name":"Smitha Koduru","is_ca":true},{"name":"Robert G. Driver","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005635711475247712,"gpt":0.2377299099920073,"spread":0.2320941985167596,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001012575,0.0006879505,0.0005622518,0.0009264855,0.0003012317,0.0004194067,0.0007736304,0.000694892,0.001381457],"category_scores_gemma":[0.001724617,0.0002552845,0.0007348711,0.0004402597,0.0004734915,0.0004427173,0.0004287188,0.0003784849,0.0002555487],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005747057,"about_ca_system_score_gemma":0.0004108249,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.006873028,"about_ca_topic_score_gemma":0.003660838,"domain_scores_codex":[0.9996265,0.0001037823,0.00001431413,0.00006435326,0.0001166805,0.0000743261],"domain_scores_gemma":[0.9988188,0.0005189582,0.0001946345,0.0001053183,0.0003024296,0.00005972027],"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":[0.0001216978,0.00001277231,0.005483884,0.00005368398,0.00002813946,0.0002169253,0.00005390016,0.9856065,0.004666806,0.0005128536,0.0001900359,0.003052899],"study_design_scores_gemma":[0.000002556752,0.00009513137,0.002585561,0.00000728285,0.00001675282,0.00003225234,0.00002674821,0.9957408,0.001238382,0.0001540995,0.00009376669,0.000006730411],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.973837,0.0004274434,0.02256991,0.00007914322,0.00001549412,0.00002752095,0.0003231799,0.0002739799,0.002446406],"genre_scores_gemma":[0.9988757,0.00005455704,0.0006769761,0.000002919677,0.000001937911,0.000008191374,0.00007810859,0.00000751452,0.0002941634],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.006873028,"threshold_uncertainty_score":0.01366609,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2161495167","doi":"10.1061/9780784413357.175","title":"Numerical Analysis of Pressurized Cold Bend Pipes under Bending to Investigate the Transition from Compression to Tension Side Failures","year":2014,"lang":"en","type":"article","venue":"Structures Congress 2014","topic":"Structural Integrity and Reliability 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":"","keywords":"Materials science; Curvature; Internal pressure; von Mises yield criterion; Tension (geology); Buckling; Structural engineering; Finite element method; Bending; Fracture (geology); Stress (linguistics); Compression (physics); Composite material; Mechanics; Geotechnical engineering; Engineering; Mathematics","authors":[{"name":"Celal Çakıroğlu","is_ca":true},{"name":"Samer Adeeb","is_ca":true},{"name":"Jianwei Cheng","is_ca":true},{"name":"Millan Sen","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01031208471030354,"gpt":0.2334452452132027,"spread":0.2231331605028992,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002960903,0.0003193893,0.0004580218,0.0004899967,0.0003273601,0.0003870597,0.0005461812,0.0007186644,0.001230669],"category_scores_gemma":[0.000679409,0.000234961,0.0003813344,0.0003034857,0.0007269104,0.0002682636,0.0002590414,0.000314266,0.0001215047],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003751263,"about_ca_system_score_gemma":0.0003151546,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003393039,"about_ca_topic_score_gemma":0.002668087,"domain_scores_codex":[0.9998838,0.00001480664,0.000006931935,0.00001797242,0.00005538595,0.00002111963],"domain_scores_gemma":[0.999676,0.0001445134,0.00007227322,0.00002844946,0.00005797013,0.00002098202],"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":[0.0002659395,0.00009682206,0.005855415,0.0001637233,0.00002860783,0.0005315446,0.0002003865,0.8652827,0.1192089,0.0008055178,0.0002710112,0.007289322],"study_design_scores_gemma":[0.000007969592,0.0001120559,0.003022016,0.000007025377,0.000006250466,0.0000392225,0.00003332007,0.9912801,0.005236392,0.0001133825,0.0001327952,0.000009443369],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9784274,0.0002294425,0.01801866,0.00008927868,0.00001909829,0.00005074522,0.0001834817,0.0001588835,0.002823012],"genre_scores_gemma":[0.9919893,0.00008513464,0.006694328,0.00001271171,0.000004471064,0.00003325626,0.00008368543,0.0000151668,0.001081902],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003393039,"threshold_uncertainty_score":0.00674659,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2322945721","doi":"10.1061/9780784413357.236","title":"Thin-Walled, Cold-Formed, Steel-Welded Tube Design in a Long Span Dome","year":2014,"lang":"en","type":"article","venue":"Structures Congress 2014","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Geomechanica (Canada)","funders":"","keywords":"Buckling; Structural engineering; Welding; Materials science; Cold forming; Tube (container); Dome (geology); Curvature; Span (engineering); Stub (electronics); RADIUS; Composite material; Engineering; Geology; Computer science; Mathematics; Geometry","authors":[{"name":"A. Chatterjee","is_ca":true},{"name":"A. Algara","is_ca":true},{"name":"Francisco Castaño","is_ca":true},{"name":"Cristopher D. Moen","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00851496481912609,"gpt":0.2185124329858359,"spread":0.2099974681667098,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004590008,0.0003860352,0.0003520469,0.0005050826,0.0003716507,0.0003176768,0.0006788436,0.0005632252,0.0008318527],"category_scores_gemma":[0.0004986495,0.0002149213,0.000275144,0.0001481287,0.0005042609,0.0001867526,0.0003399012,0.0002313985,0.0002012592],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004633633,"about_ca_system_score_gemma":0.0005779188,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001511483,"about_ca_topic_score_gemma":0.003260902,"domain_scores_codex":[0.9998373,0.00003418921,0.000007224129,0.00002850196,0.00006502956,0.00002767069],"domain_scores_gemma":[0.9995118,0.0001167577,0.00008430549,0.00006129572,0.0001236563,0.0001020166],"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":[0.0008700958,0.0004531138,0.01255545,0.0002440422,0.00004271992,0.001377813,0.0002974899,0.4557181,0.5032601,0.002407178,0.0004896311,0.02228416],"study_design_scores_gemma":[0.0001108354,0.004075325,0.01750031,0.00003044672,0.00005114781,0.000372746,0.0002205875,0.7513076,0.2234825,0.0005321999,0.00226024,0.00005614608],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9748023,0.00003732045,0.02295547,0.00002598157,0.000009384522,0.000105036,0.0001017896,0.0001250934,0.001837706],"genre_scores_gemma":[0.9779451,0.00003182216,0.02028126,0.000008306706,0.000001520099,0.00006699252,0.00005972741,0.00001973561,0.001585491],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001511483,"threshold_uncertainty_score":0.003362,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1995099559","doi":"10.1061/9780784413357.035","title":"Fatigue Retrofitting of Web Stiffeners in Steel Bridges Using Pultruded FRP Sections","year":2014,"lang":"en","type":"article","venue":"Structures Congress 2014","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Waterloo","funders":"Ministère des Transports","keywords":"Retrofitting; Fibre-reinforced plastic; Structural engineering; Deck; Pultrusion; Finite element method; Welding; Materials science; Stress (linguistics); Girder; Composite material; Engineering","authors":[{"name":"Kasra Ghahremani","is_ca":true},{"name":"Scott Walbridge","is_ca":true},{"name":"Timothy P. Topper","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01866899245542746,"gpt":0.256199667681395,"spread":0.2375306752259675,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003374275,0.0004101651,0.0002843577,0.0004480204,0.0001679273,0.0001473359,0.0006147387,0.0003104598,0.0006315461],"category_scores_gemma":[0.000724272,0.0003291524,0.000273442,0.0001855878,0.0002749237,0.0004392111,0.0002334156,0.0002707266,0.000163923],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001505444,"about_ca_system_score_gemma":0.0001091468,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0003258453,"about_ca_topic_score_gemma":0.001420923,"domain_scores_codex":[0.9997678,0.00002663311,0.00001389353,0.0000404842,0.0001281296,0.0000230119],"domain_scores_gemma":[0.9995696,0.00008418792,0.0001540026,0.0001153052,0.00005950435,0.0000174423],"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":[0.0001560257,0.00009974822,0.003572452,0.0001452671,0.00002691801,0.0005080617,0.0002196275,0.01964276,0.9030025,0.0002470641,0.0001116521,0.07226805],"study_design_scores_gemma":[0.00002634083,0.00308495,0.02745853,0.00002888714,0.00005480965,0.001584209,0.0001477907,0.0570996,0.9073199,0.0001233784,0.003032643,0.00003887157],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9582392,0.0003012886,0.0404599,0.0000119229,0.00001629353,0.00003192514,0.0000183574,0.0002297359,0.0006913501],"genre_scores_gemma":[0.9764283,0.0001448581,0.02239927,0.000008335158,0.000006590629,0.00001347064,0.00003903019,0.00003205175,0.0009280965],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0006315461,"threshold_uncertainty_score":0.002112687,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2060867870","doi":"10.1061/9780784413357.092","title":"Staged Failure Mechanism of Aged RC Beam-Columns Subjected to Corrosion Loads Using Simplified Nonlinear Finite Element Model","year":2014,"lang":"en","type":"article","venue":"Structures Congress 2014","topic":"Concrete Corrosion and Durability","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":"National Research Council Canada; University of Ottawa","funders":"","keywords":"Structural engineering; Finite element method; Beam (structure); Corrosion; Materials science; Nonlinear system; Stiffness; Failure mechanism; Displacement (psychology); Drop (telecommunication); Flexural strength; Structural load; Engineering; Composite material; Physics; Mechanical engineering","authors":[{"name":"Amina Mohammed","is_ca":true},{"name":"Husham Almansour","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01243308119280213,"gpt":0.2349384861301032,"spread":0.2225054049373011,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000182492,0.0004276035,0.000354298,0.00035714,0.0001819815,0.0002333614,0.001082691,0.0007934927,0.001515927],"category_scores_gemma":[0.0002235717,0.0002802708,0.0004950567,0.0001531842,0.0004503772,0.000264154,0.0002066078,0.000222771,0.0002559064],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004163701,"about_ca_system_score_gemma":0.0004403883,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.008253491,"about_ca_topic_score_gemma":0.006846495,"domain_scores_codex":[0.9999133,0.00001519311,0.00000607544,0.00001526515,0.00003504426,0.0000150327],"domain_scores_gemma":[0.999902,0.00002446927,0.00002539612,0.00001616782,0.00002606087,0.000005799272],"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":[0.00003741594,0.00002211264,0.001220121,0.00006518048,0.00001636948,0.0001899752,0.00007969554,0.9536727,0.04001012,0.001458083,0.0001101611,0.003118007],"study_design_scores_gemma":[0.000002337724,0.00002310894,0.0008308925,0.000003785455,0.000005987074,0.00003589368,0.00001033018,0.9962932,0.002547646,0.0001068138,0.0001352832,0.000004686169],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.7440113,0.0004586463,0.2431621,0.0001270193,0.00003159262,0.0001152235,0.0005328165,0.0005165744,0.01104464],"genre_scores_gemma":[0.988421,0.0001730583,0.007618584,0.00001401057,0.000003374638,0.00005239475,0.0001004194,0.00001827715,0.00359891],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.008253491,"threshold_uncertainty_score":0.01641089,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2333969694","doi":"10.1061/9780784413357.132","title":"Extra-Tropical and Tropical Cyclone Vulnerability in Canada: Two Comprehensive Models","year":2014,"lang":"en","type":"article","venue":"Structures Congress 2014","topic":"Wind and Air Flow Studies","field":"Environmental Science","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":"Tropical cyclone; Storm; Tropical cyclone scales; Natural disaster; Vulnerability (computing); Natural hazard; Snow; Environmental science; Climatology; Cyclone (programming language); Tropical cyclone forecast model; Meteorology; Tropical cyclone rainfall forecasting; Geography; Engineering; Geology; Computer science","authors":[{"name":"Bahareh Kordi","is_ca":false},{"name":"Kyle Butler","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01140125947429266,"gpt":0.2263328198845217,"spread":0.214931560410229,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006663602,0.001238931,0.0008763165,0.001430375,0.002008654,0.001806839,0.002711319,0.001647966,0.00397052],"category_scores_gemma":[0.001584391,0.0006906468,0.001357152,0.001805484,0.001167732,0.0009299253,0.001231382,0.001056517,0.0002691097],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.01688699,"about_ca_system_score_gemma":0.01770915,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.9513127,"about_ca_topic_score_gemma":0.922497,"domain_scores_codex":[0.9996706,0.00004090852,0.00001008489,0.00004748382,0.00007789883,0.0001529289],"domain_scores_gemma":[0.999119,0.000237859,0.00009424672,0.00002692923,0.0003781301,0.0001438979],"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":[0.00002254033,0.00001966213,0.002849853,0.00001229222,0.00002130647,0.00006451182,0.00004044966,0.9908494,0.00008714135,0.003645033,0.0009036242,0.001484187],"study_design_scores_gemma":[0.00001986804,0.00001137315,0.0020866,0.000009019812,0.0000271078,0.00001604916,0.00005697577,0.9953417,0.00003701475,0.001183656,0.001193914,0.0000167115],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8253698,0.001960997,0.05385918,0.003001354,0.0001683809,0.0004515815,0.01192072,0.0005147989,0.1027532],"genre_scores_gemma":[0.9630489,0.001162122,0.007063644,0.0001726787,0.00004522595,0.0001829797,0.002247678,0.00006614955,0.02601057],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.04868728,"threshold_uncertainty_score":0.1225243,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2094916598","doi":"10.1061/9780784413357.058","title":"Rehabilitation of the Duck Bridge","year":2014,"lang":"en","type":"article","venue":"Structures Congress 2014","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":"Massachusetts Department of Transportation; AGE-WELL","keywords":"Bridge (graph theory); Truss; Truss bridge; Engineering; Superstructure; Span (engineering); Rehabilitation; Intersection (aeronautics); Substructure; Forensic engineering; Beam bridge; Civil engineering; Structural engineering; Transport engineering","authors":[{"name":"Jason C. Varney","is_ca":false},{"name":"S. D. Daniel Lee","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.003997100506489396,"gpt":0.2029892338647824,"spread":0.198992133358293,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004452797,0.0002592428,0.0002767211,0.0007712432,0.002447675,0.00110037,0.000518984,0.0005367054,0.006239562],"category_scores_gemma":[0.0009338016,0.0001326246,0.0001807089,0.0004042263,0.0006531411,0.0004028255,0.001139168,0.0005094429,0.001244385],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00251003,"about_ca_system_score_gemma":0.002766831,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0309365,"about_ca_topic_score_gemma":0.1230646,"domain_scores_codex":[0.9994729,0.00007992099,0.00002704305,0.0001052856,0.0001916059,0.000123285],"domain_scores_gemma":[0.9997148,0.00001288558,0.00002863542,0.00002754708,0.000146514,0.00006964226],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0005781889,0.0009957316,0.1097112,0.0007118382,0.00008472278,0.005392786,0.006990207,0.006283544,0.04347573,0.01201962,0.05477385,0.7589825],"study_design_scores_gemma":[0.00007287548,0.002598327,0.5298656,0.000803509,0.00008494589,0.009528674,0.01566091,0.008346201,0.01238041,0.00320674,0.4173426,0.0001092287],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8900269,0.001911704,0.009150195,0.00186798,0.0004056676,0.0002445692,0.0005385356,0.0002729704,0.09558156],"genre_scores_gemma":[0.9471686,0.0007788569,0.007129116,0.0002906964,0.00003097604,0.00008119412,0.0004790637,0.00005711445,0.04398446],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0309365,"threshold_uncertainty_score":0.06151289,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2313005479","doi":"10.1061/9780784413357.172","title":"Impact of Intermediate Buildings on Interference Effects for Tall Buildings","year":2014,"lang":"en","type":"article","venue":"Structures Congress 2014","topic":"Seismic and Structural Analysis of Tall Buildings","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":"Western University","funders":"","keywords":"Wind tunnel; Interference (communication); Aerodynamics; Upstream (networking); Architectural engineering; Computer science; Engineering; Telecommunications; Aerospace engineering","authors":[{"name":"T. G. Mara","is_ca":true},{"name":"Barb Terry","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005296900681348002,"gpt":0.2426531195848593,"spread":0.2373562189035113,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0008568068,0.0008664296,0.0005940582,0.0006120346,0.0008169949,0.0009918106,0.0005366433,0.0005882622,0.005741165],"category_scores_gemma":[0.002616937,0.0003490826,0.0006970452,0.0004290074,0.0009179653,0.0006589272,0.00129406,0.0008401762,0.0008270812],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003298142,"about_ca_system_score_gemma":0.0003417445,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001707138,"about_ca_topic_score_gemma":0.003414022,"domain_scores_codex":[0.9984824,0.0002417282,0.00006311164,0.0002002782,0.000661541,0.0003510058],"domain_scores_gemma":[0.995974,0.002023446,0.000280398,0.0005314492,0.0008021407,0.0003885814],"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":[0.002908861,0.0008222587,0.07335999,0.0009049061,0.000203062,0.002757415,0.001623444,0.07280662,0.7689378,0.001865253,0.0009102256,0.07290024],"study_design_scores_gemma":[0.0001330657,0.008664655,0.480994,0.0002105633,0.0005574975,0.002779418,0.003255437,0.05520157,0.4366992,0.001920143,0.00933381,0.0002507232],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9766396,0.000195777,0.01622205,0.00002655863,0.00003929501,0.00005908637,0.0001205678,0.0001726616,0.00652438],"genre_scores_gemma":[0.9964438,0.00007142175,0.002600174,0.00002574162,0.000006937797,0.00001497737,0.000126603,0.00003111238,0.0006792593],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.005741165,"threshold_uncertainty_score":0.01920617,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}