{"meta":{"page":1,"per_page":50,"max_per_page":100,"total":25,"total_is_capped":false,"direct_labels_cover":0,"predictions_cover":25,"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":"bc961572c775","filters":{"venue":"Structures Congress 2010"}},"results":[{"id":"W2330191673","doi":"10.1061/41130(369)281","title":"Increasing Efficiency in Tall Buildings by Damping","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":12,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Arup Group (Canada)","funders":"","keywords":"Tower; Damper; Stiffness; Structural engineering; Acceleration; Tuned mass damper; Engineering; Vibration","authors":[{"name":"Matt Jackson","is_ca":true},{"name":"David M. Scott","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.003814336540402797,"gpt":0.2107873142566526,"spread":0.2069729777162498,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005272882,0.0006171092,0.0003385101,0.000666519,0.0005093652,0.001122621,0.0005942057,0.0004445263,0.005497037],"category_scores_gemma":[0.001409686,0.0002802024,0.0003134703,0.0005194492,0.0006665086,0.001155903,0.001551346,0.000418104,0.00156746],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004700049,"about_ca_system_score_gemma":0.0003063342,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002608026,"about_ca_topic_score_gemma":0.005626137,"domain_scores_codex":[0.9994186,0.0001407531,0.00001539537,0.00005407049,0.0001837793,0.0001873193],"domain_scores_gemma":[0.9995003,0.0001693743,0.00007849806,0.00009347514,0.00007792612,0.00008043004],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0004179762,0.0004871701,0.03766943,0.0004678305,0.00009469195,0.0009099808,0.002060196,0.3582774,0.08965878,0.1307527,0.005757501,0.3734464],"study_design_scores_gemma":[0.0002081109,0.002761839,0.138458,0.0003182896,0.0002241625,0.001908217,0.004796554,0.4582534,0.09136419,0.1336463,0.1678546,0.0002062949],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5863807,0.0006323784,0.3485667,0.00039987,0.000041003,0.0001066997,0.0001027824,0.0008063206,0.06296357],"genre_scores_gemma":[0.955184,0.0002921344,0.03555077,0.00005672385,0.00001812141,0.00004272523,0.00007864992,0.0001201134,0.008656765],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.005497037,"threshold_uncertainty_score":0.0183894,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2330744228","doi":"10.1061/41130(369)266","title":"The Effects of Incremental Corner Modifications on a 200m Tall Building","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":7,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University","funders":"","keywords":"Structural engineering; Wind tunnel; Acceleration; Torsion (gastropod); Bending moment; Geology; Engineering; Physics; Aerospace engineering","authors":[{"name":"T. G. Mara","is_ca":true},{"name":"P. C. Case","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005830115950432323,"gpt":0.2285087173717299,"spread":0.2226786014212976,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001714669,0.0003804996,0.000251024,0.0001936327,0.0002793481,0.0002256303,0.0002286466,0.0003392716,0.001381744],"category_scores_gemma":[0.0005160078,0.0001411691,0.0002388997,0.0001346783,0.0003045,0.0001549807,0.0003031566,0.0002263239,0.0001376533],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001644079,"about_ca_system_score_gemma":0.000105695,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001755783,"about_ca_topic_score_gemma":0.004300199,"domain_scores_codex":[0.999845,0.00002498928,0.000008091968,0.00002131657,0.00004711012,0.00005350528],"domain_scores_gemma":[0.9997072,0.0001312126,0.00004154835,0.00003559453,0.00004614627,0.0000383321],"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":[0.00246685,0.0005188526,0.03813125,0.0001934832,0.00007028806,0.001811547,0.0004699895,0.1899789,0.7333667,0.0002467608,0.0002559906,0.03248931],"study_design_scores_gemma":[0.00009924199,0.01501776,0.4655329,0.00002960329,0.0001659658,0.0009189476,0.001711308,0.1597142,0.3549449,0.0002614095,0.001502319,0.0001014036],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9994608,0.000007536165,0.0002803417,0.000002666405,0.000002313237,0.00000407234,0.00001722303,0.00001009936,0.0002149588],"genre_scores_gemma":[0.9995986,0.000008806407,0.0002438395,0.000002893899,0.00000101521,0.000002085974,0.00002626972,0.000001643691,0.0001148658],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001755783,"threshold_uncertainty_score":0.004622459,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2313901096","doi":"10.1061/41130(369)284","title":"Monitoring of Tall Buildings to Assist the Design of Supplementary Damping Systems","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"McMaster University; Queen's University; Western University","funders":"","keywords":"Vibration; Structural system; Damping ratio; Computer science; Structural engineering; Vibration control; Engineering; Acoustics; Physics","authors":[{"name":"N. Isyumov","is_ca":true},{"name":"Peter Case","is_ca":true},{"name":"Adib Mohd Hasan","is_ca":true},{"name":"Michael J. Tait","is_ca":true},{"name":"D. Morrish","is_ca":true},{"name":"Stuart Farquhar","is_ca":true},{"name":"Thierry A. Mara","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02315468028917955,"gpt":0.2919683163286682,"spread":0.2688136360394887,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004527887,0.0005142591,0.0003580895,0.0008592858,0.0002565325,0.0004588786,0.0003997619,0.0003518657,0.002867547],"category_scores_gemma":[0.0008413466,0.0002459754,0.0001679511,0.0003493963,0.0001735604,0.0004901444,0.0005213415,0.0003807979,0.0005700652],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002028034,"about_ca_system_score_gemma":0.0002426526,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005470432,"about_ca_topic_score_gemma":0.001980186,"domain_scores_codex":[0.9997221,0.00006264117,0.00001377114,0.00005782129,0.0001108913,0.00003274342],"domain_scores_gemma":[0.9995129,0.00017264,0.0001242008,0.00007861383,0.00007182267,0.0000398679],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.0004992462,0.0001290739,0.009824906,0.0002555377,0.00001682003,0.000185052,0.0006333734,0.02901932,0.5415586,0.002219444,0.001422687,0.414236],"study_design_scores_gemma":[0.0001291258,0.002410448,0.1341817,0.0002180018,0.0001154002,0.0006406076,0.0007875386,0.4216336,0.3967594,0.005604602,0.0373808,0.0001387848],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.2805768,0.0003893146,0.7113923,0.0001039569,0.00004302406,0.0002021194,0.0002501882,0.001974787,0.005067671],"genre_scores_gemma":[0.8202704,0.0001936619,0.1767443,0.0000275802,0.00002030549,0.00009535559,0.0001780241,0.00006949829,0.002400867],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.002867547,"threshold_uncertainty_score":0.009592891,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1973431466","doi":"10.1061/41130(369)45","title":"Distortion-Induced Fatigue Cracking of Bridge Girders—Design Issues","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"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":"Structural engineering; Girder; Flange; Engineering; Finite element method; Bridge (graph theory); Brittleness; Materials science; Composite material","authors":[{"name":"Gilbert Y. Grondin","is_ca":true},{"name":"Geoffrey L. Kulak","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02977160956799921,"gpt":0.2759453804676679,"spread":0.2461737708996687,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001488933,0.0003134992,0.0004121134,0.0003675476,0.0002287288,0.0005258134,0.001206705,0.0007015597,0.001372431],"category_scores_gemma":[0.003545041,0.0004665954,0.0002679537,0.0002737974,0.0004018505,0.0007508834,0.000338275,0.0003481292,0.0005488236],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003429471,"about_ca_system_score_gemma":0.0002918346,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0008196215,"about_ca_topic_score_gemma":0.002465199,"domain_scores_codex":[0.9992388,0.000181601,0.00006171997,0.00007929953,0.0004016637,0.00003686178],"domain_scores_gemma":[0.9977349,0.0008116633,0.0002310986,0.0003181763,0.0008606989,0.00004349694],"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":[0.0002309217,0.0001806217,0.01879169,0.001334398,0.00006733234,0.0006829077,0.0007008801,0.2168724,0.3808627,0.006383379,0.001483746,0.3724092],"study_design_scores_gemma":[0.0000801917,0.002528139,0.04579115,0.000201945,0.00009527424,0.004519855,0.0004322878,0.6662999,0.2492279,0.005225115,0.02549793,0.0001004565],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.4030931,0.001527852,0.5852643,0.0004703059,0.00005062808,0.0002271102,0.000100315,0.0005895894,0.008676778],"genre_scores_gemma":[0.8759554,0.0008443061,0.1191259,0.00006853011,0.00002986632,0.0001185323,0.00007458471,0.0001376256,0.003645208],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.001488933,"threshold_uncertainty_score":0.00787437,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2335428818","doi":"10.1061/41130(369)225","title":"Design of Anchor Reinforcement in Concrete Pedestals","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"ExxonMobil (Canada)","funders":"","keywords":"Reinforcement; Structural engineering; Tension (geology); Reinforced concrete; Shear (geology); Ultimate tensile strength; Engineering; Computer science; Materials science; Composite material","authors":[{"name":"Widianto","is_ca":true},{"name":"Jerry Owen","is_ca":true},{"name":"Chandu Patel","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01415174074544719,"gpt":0.2414865639593016,"spread":0.2273348232138544,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002909015,0.0004987084,0.0002982862,0.0003775539,0.0003014926,0.0004258657,0.0007975005,0.00040259,0.002229326],"category_scores_gemma":[0.0007788917,0.0003484738,0.0002458692,0.0001205238,0.0003551581,0.0002647674,0.0007605449,0.0003468271,0.0009694152],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003389481,"about_ca_system_score_gemma":0.0006988305,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0009661885,"about_ca_topic_score_gemma":0.001693041,"domain_scores_codex":[0.9995585,0.00007254194,0.00002502265,0.00005702442,0.0002130612,0.00007378875],"domain_scores_gemma":[0.9996085,0.00004977366,0.00008283906,0.0000514913,0.0001383567,0.00006913223],"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":[0.0005978803,0.0001186334,0.004291344,0.0006562732,0.00003295959,0.001433832,0.0003374756,0.2168813,0.6511732,0.01706966,0.001798124,0.1056092],"study_design_scores_gemma":[0.0001056081,0.001666825,0.01391512,0.0001428032,0.00006333149,0.002081603,0.0003648818,0.5022114,0.4329445,0.004471759,0.04194126,0.00009085385],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.4372238,0.0002635898,0.5222542,0.0001152942,0.00008044404,0.0003867391,0.0002203094,0.001116957,0.03833864],"genre_scores_gemma":[0.8831668,0.0001175157,0.1104727,0.00001321501,0.00001134157,0.0001018877,0.00009458807,0.00007923467,0.005942581],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.002229326,"threshold_uncertainty_score":0.007457852,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2322005196","doi":"10.1061/41131(370)27","title":"Experimental Studies on an Adaptive Tuned Mass Damper with Real-Time Tuning Capability","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Vibration Control and Rheological Fluids","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Waterloo","funders":"","keywords":"Tuned mass damper; Control theory (sociology); Damper; Accelerometer; Robustness (evolution); Vibration control; Adaptive control; Vibration; Frequency domain; Acceleration; System identification; Pendulum; Engineering; Computer science; Robust control; Control engineering; Control system; Physics; Control (management)","authors":[{"name":"A. J. Roffel","is_ca":true},{"name":"Richard Lourenco","is_ca":true},{"name":"Sriram Narasimhan","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01431077535673528,"gpt":0.2543354225236893,"spread":0.240024647166954,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0009856189,0.0003860813,0.0003370023,0.0002947193,0.0003173076,0.0002992315,0.0007675948,0.0006575233,0.002541799],"category_scores_gemma":[0.001899779,0.0001930121,0.0002067737,0.0001542016,0.0006244914,0.0004949567,0.000271258,0.0004344874,0.0003074217],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001677506,"about_ca_system_score_gemma":0.0001422768,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0004408037,"about_ca_topic_score_gemma":0.0004234839,"domain_scores_codex":[0.9995167,0.00008059423,0.0000375069,0.0001047313,0.0001879363,0.00007247717],"domain_scores_gemma":[0.9988046,0.0005446079,0.0001452437,0.0001970826,0.0002308511,0.00007760557],"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":[0.0008302784,0.0008396437,0.0008851852,0.0003769458,0.00002962807,0.0001539914,0.0003015953,0.01003373,0.9646024,0.000795913,0.0002957704,0.02085493],"study_design_scores_gemma":[0.0004591486,0.01229155,0.008188017,0.00006147346,0.00006915563,0.0003525789,0.000204329,0.1062883,0.8654759,0.0003860327,0.006147044,0.00007652276],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9217027,0.0002122721,0.07520646,0.0001398714,0.0001018029,0.000184606,0.00009828011,0.0005046563,0.001849291],"genre_scores_gemma":[0.9812787,0.00007629643,0.01708643,0.00003202413,0.00001064848,0.0001005639,0.00007166094,0.00002342131,0.001320216],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002541799,"threshold_uncertainty_score":0.008503199,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2024293399","doi":"10.1061/41130(369)102","title":"Wind-Induced Loads on the Foundation of a Low-Rise Building: Full-Scale and Wind Tunnel Experimentation","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":5,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Concordia University","funders":"","keywords":"Wind tunnel; Foundation (evidence); Wind engineering; Terrain; Hypersonic wind tunnel; Wind gradient; Structural engineering; Marine engineering; Wind speed; Envelope (radar); Full scale; Wind direction; Planetary boundary layer; Meteorology; Range (aeronautics); Boundary layer; Finite element method; Engineering; Aerospace engineering; Geography","authors":[{"name":"Ioannis Zisis","is_ca":true},{"name":"Ted Stathopoulos","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0113661775638367,"gpt":0.2519663309490681,"spread":0.2406001533852314,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004777664,0.000321178,0.0002799696,0.0003078734,0.0003210363,0.0001700572,0.0003427372,0.0003496645,0.000985595],"category_scores_gemma":[0.0004960622,0.000178605,0.0002595861,0.00016028,0.0004117996,0.0002198863,0.0003448611,0.0002719258,0.0001261343],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001322031,"about_ca_system_score_gemma":0.0001536119,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001056398,"about_ca_topic_score_gemma":0.0021295,"domain_scores_codex":[0.9998374,0.00003149595,0.000009238577,0.00002157725,0.00005632893,0.00004379811],"domain_scores_gemma":[0.999635,0.000152363,0.00004099528,0.00005595039,0.00005579906,0.00005987587],"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":[0.001874434,0.003452583,0.0673181,0.0002394132,0.00006818696,0.00135856,0.001669515,0.08797034,0.8133005,0.0006658967,0.0002984866,0.02178409],"study_design_scores_gemma":[0.0002487218,0.02781158,0.3370022,0.00005967039,0.0001075891,0.0008114371,0.002332765,0.2653947,0.3644529,0.0005635545,0.001109319,0.0001056742],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.999553,0.000002556898,0.0003098173,0.000001533634,7.007192e-7,0.000007382428,0.00002247037,0.000006499424,0.00009595341],"genre_scores_gemma":[0.9992629,0.000008762424,0.0005240543,0.000001413791,6.205024e-7,0.000009957595,0.00004611552,0.000002008276,0.0001442376],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001056398,"threshold_uncertainty_score":0.00329715,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2312587317","doi":"10.1061/41130(369)210","title":"The Influence of Isolator Hysteresis on Equipment Performance in Seismic Isolated Buildings","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":4,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of British Columbia","funders":"","keywords":"Isolator; Isolation (microbiology); Structural engineering; Displacement (psychology); Seismic isolation; Stiffening; Engineering; Stiffness; Hysteresis; Computer science; Physics; Electronic engineering","authors":[{"name":"Dimitrios Konstantinidis","is_ca":true},{"name":"T.Y. Yang","is_ca":true},{"name":"James M. Kelly","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.00426856725948384,"gpt":0.2072705062605454,"spread":0.2030019390010616,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004852805,0.000294787,0.0003479155,0.0004715408,0.0004188977,0.0005867813,0.000417627,0.0004340817,0.002297118],"category_scores_gemma":[0.004409213,0.0001686177,0.0001599764,0.0002517123,0.0005607984,0.0005266134,0.0006035788,0.0003020926,0.0005205713],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003501287,"about_ca_system_score_gemma":0.00016708,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001185578,"about_ca_topic_score_gemma":0.001270792,"domain_scores_codex":[0.9994615,0.0001317524,0.00002366681,0.00006593347,0.0001579386,0.0001590944],"domain_scores_gemma":[0.9959521,0.002617999,0.0003889645,0.0002953352,0.0005052317,0.0002404048],"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":[0.005623843,0.0009120441,0.1054024,0.0003099106,0.0001468597,0.001951508,0.001672915,0.3281533,0.4403608,0.001258344,0.0007002116,0.1135078],"study_design_scores_gemma":[0.0001631268,0.00828551,0.2734982,0.00009049728,0.0002609387,0.001457804,0.002164202,0.3494664,0.3612138,0.00152517,0.001757698,0.0001166686],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9954792,0.00003470988,0.003195293,0.00001518241,0.000002600083,0.000004312833,0.00001625182,0.00006283823,0.00118952],"genre_scores_gemma":[0.9997272,0.000006513451,0.0001123643,0.000002489233,8.567794e-7,0.000001037538,0.00001153765,0.000006168659,0.0001318554],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002297118,"threshold_uncertainty_score":0.007684648,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2334007339","doi":"10.1061/41130(369)110","title":"Wind Induced Fatigue of Metal Roof Cladding during Severe Tropical Cyclones","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Western University","funders":"","keywords":"Cladding (metalworking); Structural engineering; Wind speed; Wind engineering; Environmental science; Cyclone (programming language); Roof; Geology; Engineering; Materials science","authors":[{"name":"David Henderson","is_ca":true},{"name":"John Ginger","is_ca":true},{"name":"Gregory A. Kopp","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01326522974407371,"gpt":0.2416828290394426,"spread":0.2284175992953689,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001407597,0.0001666571,0.0001350825,0.0003194337,0.0003559262,0.0001615902,0.0001596298,0.0001955609,0.0008977114],"category_scores_gemma":[0.000225495,0.0001281842,0.0001066421,0.0001433879,0.0002438415,0.00008629672,0.000170598,0.0001565498,0.0001657586],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001908676,"about_ca_system_score_gemma":0.000121288,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004996324,"about_ca_topic_score_gemma":0.01457527,"domain_scores_codex":[0.9999187,0.000007950349,0.000004462571,0.00001517185,0.0000335204,0.00002021578],"domain_scores_gemma":[0.9998754,0.00002074574,0.00002950019,0.00001092953,0.0000433654,0.00002005512],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.001438468,0.0002028744,0.1971956,0.0001819925,0.00004168937,0.002167005,0.001330686,0.01423303,0.7384803,0.0001711869,0.001264131,0.04329292],"study_design_scores_gemma":[0.00001431125,0.001040778,0.901114,0.00003041385,0.00001790494,0.0004295885,0.000653943,0.01781911,0.07771944,0.0000514543,0.001092523,0.0000165327],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9991554,0.00001799343,0.0001740654,0.000003587447,0.000002195748,0.000005208998,0.00006430226,0.000007886955,0.0005694638],"genre_scores_gemma":[0.9993303,0.0000220389,0.000160303,0.000003470296,0.000001177571,0.000004002432,0.00009480218,0.000002445238,0.0003815932],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.004996324,"threshold_uncertainty_score":0.009934485,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2083675842","doi":"10.1061/41130(369)279","title":"Tuned Sloshing Damper for Wind-Induced Motion Control of a Tall Residential Tower","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":3,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Guelph; Rowan Williams Davies & Irwin (Canada)","funders":"","keywords":"Tower; Stiffness; Damper; Structural engineering; Schematic; Tuned mass damper; Slosh dynamics; Wind tunnel; Engineering; Sizing; Acceleration; Environmental science; Aerospace engineering; Physics; Electrical engineering","authors":[{"name":"Bujar Morava","is_ca":true},{"name":"Jacob S. Grossman","is_ca":true},{"name":"Gabe Klein","is_ca":true},{"name":"Sung-Hwa Han","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.008721325553136218,"gpt":0.2357770474338662,"spread":0.22705572188073,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000155794,0.0001650579,0.0001494996,0.0001329757,0.0002123702,0.0001420125,0.0002683853,0.0002069763,0.001279957],"category_scores_gemma":[0.0001703506,0.00009005357,0.0001031967,0.00004991458,0.0001526329,0.00006915731,0.000124272,0.0001347536,0.0001345969],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00008785089,"about_ca_system_score_gemma":0.0001239744,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0008781056,"about_ca_topic_score_gemma":0.00224459,"domain_scores_codex":[0.9999448,0.00001218957,0.000002963275,0.000008618215,0.00002052042,0.0000109286],"domain_scores_gemma":[0.9999034,0.00002694269,0.00002334341,0.00001045788,0.00001899707,0.00001687871],"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":[0.0005104615,0.0001782094,0.001305378,0.0001510898,0.00001790082,0.0003849191,0.000224373,0.07024428,0.8933664,0.0007191998,0.0004252986,0.03247244],"study_design_scores_gemma":[0.0002358464,0.005131857,0.01592083,0.00003636272,0.00006183678,0.0002558045,0.0001695501,0.8124465,0.1606612,0.0003106416,0.004726244,0.00004325583],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.915904,0.00006975255,0.08074668,0.00006106119,0.0000278984,0.00005836659,0.00003043833,0.0002604175,0.002841265],"genre_scores_gemma":[0.994971,0.00001659598,0.0042312,0.000005435945,0.000003200104,0.000008817909,0.00000947291,0.000002692174,0.0007515363],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001279957,"threshold_uncertainty_score":0.004281878,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2316884320","doi":"10.1061/41130(369)103","title":"Performance of Toe-Nail Connections under Realistic Wind Loading","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Tree Root and Stability Studies","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Western University","funders":"","keywords":"Nail (fastener); Structural engineering; Wind engineering; Reduction (mathematics); Actuator; Frame (networking); Environmental science; Engineering; Mathematics; Mechanical engineering","authors":[{"name":"Murray J. Morrison","is_ca":true},{"name":"Gregory A. Kopp","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.012006587082342,"gpt":0.2273188295823554,"spread":0.2153122425000134,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005021258,0.0006371611,0.0003942013,0.0005368218,0.0004948397,0.0003464727,0.0006497122,0.0006929576,0.003616383],"category_scores_gemma":[0.0020414,0.0003026731,0.0002155173,0.0002988227,0.0004188209,0.0004101834,0.0004901736,0.0002841582,0.0007111345],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002776175,"about_ca_system_score_gemma":0.0002816004,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002815361,"about_ca_topic_score_gemma":0.006160818,"domain_scores_codex":[0.9992931,0.00007677716,0.00005364123,0.0001030902,0.0003504001,0.0001230651],"domain_scores_gemma":[0.9988218,0.0002747594,0.0001670386,0.0001615566,0.0003662011,0.0002086065],"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":[0.002125787,0.0002997508,0.01205882,0.0002329006,0.00004114969,0.001306624,0.0009185048,0.05711086,0.8976579,0.0002824076,0.0006688552,0.02729645],"study_design_scores_gemma":[0.0001346848,0.01193736,0.09237229,0.00008534584,0.00009813135,0.0007464866,0.00157424,0.1132425,0.7761734,0.0002060419,0.003303263,0.0001262167],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9986776,0.0000280936,0.0005433504,0.000007675823,0.00001148352,0.000009931529,0.0000515661,0.00005382807,0.0006165733],"genre_scores_gemma":[0.9986826,0.00002645129,0.0003389691,0.000004016247,0.000001312558,0.000005493219,0.00007350554,0.000009454103,0.0008582317],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003616383,"threshold_uncertainty_score":0.01209801,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2335406383","doi":"10.1061/41130(369)312","title":"Phase and Amplitude Error Indices (PAEI) to Assess the Success of Displacement Based Real-Time Testing","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Hydraulic and Pneumatic Systems","field":"Engineering","cited_by":3,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Alberta","funders":"","keywords":"Computer science; Amplitude; Displacement (psychology); Invariant (physics); Algorithm; Phase (matter); Control theory (sociology); Mathematics; Control (management); Artificial intelligence","authors":[{"name":"Reza Mirza Hessabi","is_ca":true},{"name":"Oya Mercan","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.02758071957517236,"gpt":0.2960817056311092,"spread":0.2685009860559369,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00891512,0.001485297,0.00087807,0.006127888,0.0003573705,0.001304192,0.001424818,0.001442494,0.002556047],"category_scores_gemma":[0.04572092,0.0002949717,0.000490068,0.002921843,0.001071131,0.003119569,0.001378389,0.001072603,0.001191739],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003516421,"about_ca_system_score_gemma":0.0004052235,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0004517329,"about_ca_topic_score_gemma":0.0005539303,"domain_scores_codex":[0.9907544,0.002026692,0.001341462,0.0006676216,0.004959645,0.000250215],"domain_scores_gemma":[0.941346,0.03479256,0.007376205,0.006051799,0.009991661,0.0004417451],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.001219856,0.0008418509,0.06929965,0.001160412,0.0003495358,0.0004205778,0.0007931494,0.1350118,0.07750208,0.01691177,0.002910656,0.6935787],"study_design_scores_gemma":[0.000115259,0.002339798,0.08271583,0.0002769712,0.0002348858,0.002537413,0.0004929424,0.6635225,0.2283493,0.008617081,0.0103278,0.0004701967],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.09743179,0.001169635,0.8908884,0.0001019491,0.0002315814,0.0002896311,0.0004789912,0.001631895,0.007776184],"genre_scores_gemma":[0.6251003,0.0005258706,0.3698376,0.00009442198,0.000106216,0.0003571811,0.0007238321,0.000383123,0.002871464],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.00891512,"threshold_uncertainty_score":0.04714829,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2325290294","doi":"10.1061/41130(369)124","title":"Seismic Force Demand on Brace Connections of Conventional Construction Braced Steel Frames Designed According to Canadian Seismic Provisions","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"Polytechnique Montréal","funders":"","keywords":"Brace; Structural engineering; Seismic analysis; Brittleness; Modal; Engineering; Braced frame; Geotechnical engineering; Frame (networking); Mechanical engineering; Materials science","authors":[{"name":"Robert Tremblay","is_ca":true},{"name":"Pierre Xavier Castonguay","is_ca":true},{"name":"Sanda Koboevic","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006928240848696495,"gpt":0.227126700485919,"spread":0.2201984596372225,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001802327,0.0005019945,0.0001769654,0.0005932949,0.0004072581,0.0002955694,0.0003721492,0.0002240145,0.00121917],"category_scores_gemma":[0.0006434387,0.0001525061,0.0001251744,0.0004459721,0.0003682286,0.0001556736,0.0001845946,0.0001527263,0.0001899964],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.002460719,"about_ca_system_score_gemma":0.001226439,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.3088723,"about_ca_topic_score_gemma":0.6075857,"domain_scores_codex":[0.999716,0.00001302381,0.000005788441,0.00003299502,0.0001459072,0.00008621138],"domain_scores_gemma":[0.9996781,0.00004744181,0.00004346411,0.00001631142,0.0001696073,0.00004500219],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.002007427,0.000256398,0.3185178,0.0001921951,0.00007627223,0.00103748,0.001481254,0.1378024,0.4344022,0.00116079,0.001598503,0.1014674],"study_design_scores_gemma":[0.00004127466,0.000806629,0.8887051,0.00001165265,0.00004895199,0.0002085964,0.001045272,0.0578234,0.04884082,0.0001123495,0.002307093,0.00004879524],"study_design_candidate":"observational","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9989237,0.000007218712,0.0002252614,0.000002717918,7.05041e-7,0.000002846697,0.00008146595,0.000008254806,0.0007476787],"genre_scores_gemma":[0.9991218,0.00001188948,0.0001864895,0.000001104197,3.367226e-7,0.000002170087,0.0001559072,0.000003225576,0.0005170114],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.6911278,"threshold_uncertainty_score":0.6141489,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2330595298","doi":"10.1061/41131(370)25","title":"Key Findings from the Nonlinear Base-Isolated Benchmark","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Structural Health Monitoring Techniques","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Waterloo","funders":"","keywords":"Benchmark (surveying); Nonlinear system; Key (lock); Computer science; MATLAB; Base (topology); Isolation (microbiology); Scale (ratio); Control (management); Artificial intelligence; Mathematics; Computer security","authors":[{"name":"Sriram Narasimhan","is_ca":true},{"name":"Satish Nagarajaiah","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01014601823789612,"gpt":0.2533181298864008,"spread":0.2431721116485047,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007856524,0.0007390544,0.000903851,0.0005811395,0.0005774942,0.001187915,0.001076008,0.0009038097,0.0105202],"category_scores_gemma":[0.008067149,0.0001829626,0.0004547813,0.0005038794,0.0008454859,0.001678744,0.001464922,0.001229382,0.000748561],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005536814,"about_ca_system_score_gemma":0.0007029203,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.004915567,"about_ca_topic_score_gemma":0.002470843,"domain_scores_codex":[0.9993137,0.0001322155,0.00002481574,0.000119237,0.0003233471,0.00008673397],"domain_scores_gemma":[0.9976799,0.001189578,0.0002416552,0.0002705883,0.0004310652,0.0001872825],"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":[0.0009253459,0.0007898792,0.006622692,0.001406174,0.00009561874,0.0009369766,0.0004879731,0.5336226,0.01571965,0.2840341,0.03190732,0.1234516],"study_design_scores_gemma":[0.000116942,0.0004861104,0.006373955,0.0002440399,0.00004287768,0.0004056837,0.001224151,0.712025,0.01461991,0.2335951,0.0307506,0.0001155428],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.3550887,0.005112421,0.3142135,0.01015703,0.001179744,0.0004142819,0.002801941,0.000815047,0.3102174],"genre_scores_gemma":[0.9373955,0.002557437,0.03403633,0.0008656721,0.0004282583,0.0002262483,0.001549174,0.0002368165,0.02270458],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0105202,"threshold_uncertainty_score":0.03519356,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2313389608","doi":"10.1061/41130(369)275","title":"New Songdo International City Block D24, an Iconic and Efficient Twisted Tall Building Structure","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Seismic and Structural Analysis of Tall Buildings","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Arup Group (Canada)","funders":"","keywords":"Block (permutation group theory); Computer science; Computer graphics (images); Architectural engineering; Engineering; Geometry; Mathematics","authors":[{"name":"Matthew Clark","is_ca":true},{"name":"D.M. Scott","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.005801623209996825,"gpt":0.2248377977357889,"spread":0.219036174525792,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001680836,0.0002615786,0.0001527874,0.0003874034,0.00077157,0.0006239988,0.0004052974,0.0002633048,0.009978599],"category_scores_gemma":[0.0001769681,0.000190017,0.000160148,0.000493578,0.0004118777,0.0003500745,0.0006687881,0.0003537003,0.002234092],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005724691,"about_ca_system_score_gemma":0.0007970963,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00483059,"about_ca_topic_score_gemma":0.02964482,"domain_scores_codex":[0.9998409,0.00001884067,0.00000448869,0.00002258023,0.00007915117,0.0000339974],"domain_scores_gemma":[0.9999045,0.000004404978,0.000006793463,0.00001761756,0.00002444522,0.00004218888],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"design_other","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.001074036,0.0004240939,0.02812259,0.0004952786,0.00006186305,0.002898023,0.002466048,0.04024157,0.2328756,0.1012658,0.05223653,0.5378386],"study_design_scores_gemma":[0.0003369431,0.003237036,0.07955474,0.00008733127,0.0001029267,0.003776307,0.002005188,0.0488342,0.04009864,0.007322804,0.814504,0.0001398438],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5962088,0.0003504576,0.1276041,0.0003473333,0.0002676916,0.0006187513,0.001423859,0.001614724,0.2715644],"genre_scores_gemma":[0.7439837,0.0002198202,0.110661,0.0001206384,0.00003769297,0.000215318,0.002182834,0.0002378237,0.1423412],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.009978599,"threshold_uncertainty_score":0.0333817,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W1979969975","doi":"10.1061/41130(369)197","title":"Elbow River Cable-Stayed Bridge, Calgary, Canada","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"BP (Canada)","funders":"","keywords":"Bridge (graph theory); Deck; Pier; Downtown; Limiting; Span (engineering); Engineering; Schedule; Civil engineering; Structural engineering; Computer science; Geography; Mechanical engineering; Archaeology","authors":[{"name":"Azita Azarnejad","is_ca":true},{"name":"Ken McWhinnie","is_ca":true},{"name":"Gamil Tadros","is_ca":true},{"name":"Jiří Stráský","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.004891994584268314,"gpt":0.1916799657951805,"spread":0.1867879712109122,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0003081694,0.0004052001,0.0002347868,0.001046028,0.004957691,0.002118307,0.001186637,0.0006935665,0.07749617],"category_scores_gemma":[0.0007017346,0.0003633089,0.0001948367,0.001470506,0.00081931,0.0004819583,0.001069206,0.0007685716,0.007428725],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.02160674,"about_ca_system_score_gemma":0.02141224,"about_ca_topic_candidate":true,"about_ca_topic_consensus":true,"about_ca_topic_score_codex":0.937493,"about_ca_topic_score_gemma":0.9890975,"domain_scores_codex":[0.999353,0.00001483769,0.000009978056,0.0001003327,0.0003782006,0.0001435908],"domain_scores_gemma":[0.9992043,0.00002928047,0.00001964849,0.00002104172,0.0005739463,0.0001518694],"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":[0.0005175924,0.0002889953,0.0378124,0.0005740218,0.00005225179,0.003060559,0.002723285,0.006458651,0.02187714,0.02517447,0.3163006,0.5851601],"study_design_scores_gemma":[0.00008332162,0.0002074012,0.1282499,0.0003682563,0.00003476809,0.0007804804,0.004452873,0.003869928,0.004969317,0.001511273,0.8553868,0.00008580444],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"other","genre_gemma":"other","genre_scores_codex":[0.11285,0.004451713,0.008554771,0.002656285,0.0005170049,0.0003690474,0.004518355,0.0007947984,0.865288],"genre_scores_gemma":[0.1922531,0.002546691,0.007675909,0.0004354132,0.00003191036,0.00007605084,0.002379804,0.0001856283,0.7944154],"genre_candidate":"other","genre_consensus":"other","teacher_disagreement_score":0.07749617,"threshold_uncertainty_score":0.2592505,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2319009665","doi":"10.1061/41130(369)268","title":"Assessment of Occupant Comfort in Wind-Sensitive Buildings Using a Six-Degree-of-Freedom Motion Simulator","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Guelph; Rowan Williams Davies & Irwin (Canada)","funders":"","keywords":"Tower; Motion (physics); Engineering; Simulation; Motion simulator; Computer science; Architectural engineering; Marine engineering; Structural engineering; Artificial intelligence","authors":[{"name":"Bujar Morava","is_ca":true},{"name":"T. C. Haskett","is_ca":true},{"name":"Aran Chadwick","is_ca":true},{"name":"Eva Wates","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01835621668899134,"gpt":0.2828922426045682,"spread":0.2645360259155768,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0006691336,0.0004689787,0.0003191369,0.0003542099,0.0001702376,0.0002354322,0.0003158784,0.000301253,0.0006461621],"category_scores_gemma":[0.001105302,0.0001676462,0.0002779509,0.0001505259,0.0002003034,0.0002507867,0.0003922379,0.0001937526,0.0001004538],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001588822,"about_ca_system_score_gemma":0.000174717,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001510647,"about_ca_topic_score_gemma":0.002930444,"domain_scores_codex":[0.999723,0.0001357308,0.00001856231,0.0000213765,0.00007877904,0.00002246393],"domain_scores_gemma":[0.9996245,0.0001962159,0.00003318117,0.00003680387,0.00006025123,0.0000490378],"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":[0.001872398,0.001135771,0.1128467,0.0003653074,0.0001363533,0.0008889364,0.004625696,0.2349492,0.5644376,0.0009323661,0.0004455657,0.07736412],"study_design_scores_gemma":[0.0001873619,0.01202551,0.184826,0.00004358026,0.0001237418,0.0006465602,0.002209028,0.6562626,0.1401533,0.0005098662,0.002873003,0.0001395259],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9912913,0.00001896902,0.008150461,0.000007146852,0.000002131109,0.00004445979,0.00004644174,0.00003682417,0.000402252],"genre_scores_gemma":[0.993028,0.00003726405,0.006526452,0.000004144578,9.731032e-7,0.00002778321,0.00008652491,0.000007260267,0.000281599],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001510647,"threshold_uncertainty_score":0.003538787,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2017002155","doi":"10.1061/41130(369)18","title":"Vibration Testing of Cantilevered Steel Pole with Partial Concrete Filling","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Queen's University","funders":"Embry-Riddle Aeronautical University","keywords":"Structural engineering; Vibration; Natural frequency; Finite element method; Modal; Cantilever; Modal analysis; Composite number; Work (physics); Engineering; Materials science; Acoustics; Composite material; Mechanical engineering; Physics","authors":[{"name":"Fady F. Barsoum","is_ca":true},{"name":"Y. Zhang","is_ca":true},{"name":"Amir Fam","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.009640871616238318,"gpt":0.2081926774072694,"spread":0.1985518057910311,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005327071,0.0005165226,0.000412109,0.000356388,0.0002422312,0.0001337052,0.0004788424,0.0008022476,0.002006998],"category_scores_gemma":[0.001026534,0.0002989832,0.0003047434,0.0001611558,0.0004055598,0.0002444091,0.0003164716,0.0003048396,0.0003202357],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001378893,"about_ca_system_score_gemma":0.0001167841,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005259647,"about_ca_topic_score_gemma":0.0007747326,"domain_scores_codex":[0.9995178,0.00007311204,0.00002724499,0.00008847478,0.0002094528,0.00008386822],"domain_scores_gemma":[0.999055,0.0004477495,0.00008078549,0.00008738993,0.0002344795,0.00009470034],"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":[0.0004702965,0.00007233484,0.001542724,0.00006431116,0.000009230505,0.0001604214,0.0002056515,0.001490356,0.9916276,0.00002879139,0.00002602994,0.00430241],"study_design_scores_gemma":[0.0001071209,0.01222878,0.05193222,0.00002162778,0.00005034843,0.0006434557,0.0003870849,0.01684124,0.9169005,0.00007680595,0.0007672406,0.00004361055],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9969382,0.00002487387,0.002798268,0.000004721624,0.000005791442,0.00001147173,0.00002267556,0.00002973948,0.0001642745],"genre_scores_gemma":[0.9978921,0.00001675322,0.001594196,0.000004022444,0.000001965859,0.000009307333,0.0000350148,0.000007067888,0.0004395213],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002006998,"threshold_uncertainty_score":0.006714106,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2314988644","doi":"10.1061/41130(369)177","title":"A Possible Method for Obtaining Fracture Parameters for Crack Propagation in Quasi-Brittle Materials Subject to Compression","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Rock Mechanics and Modeling","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Materials science; Brittleness; Compression (physics); Fracture mechanics; Tension (geology); Composite material; Cracking; Fracture (geology); Crack closure; Structural engineering; Crack growth resistance curve; Engineering","authors":[{"name":"Xuran Xiao","is_ca":true},{"name":"Nigel G. Shrive","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01739242469647542,"gpt":0.2926883650869379,"spread":0.2752959403904625,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.00058041,0.0005722135,0.0003638909,0.00118737,0.0002664111,0.0003582226,0.0009918214,0.0008416429,0.002809724],"category_scores_gemma":[0.003044299,0.0003649975,0.0002741934,0.0009236205,0.0003395777,0.000778073,0.0003135725,0.0008762309,0.0006311352],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000246925,"about_ca_system_score_gemma":0.000454233,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0006976557,"about_ca_topic_score_gemma":0.001103919,"domain_scores_codex":[0.9996943,0.00004989391,0.00002843834,0.00008270385,0.0001275146,0.00001713754],"domain_scores_gemma":[0.9985274,0.0006167429,0.0002039106,0.0002708207,0.0003542799,0.00002681667],"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":[0.0001831848,0.0001642269,0.003872739,0.0005017711,0.00003125288,0.0001116961,0.0002538876,0.01820602,0.8562242,0.006705736,0.0005189316,0.1132262],"study_design_scores_gemma":[0.00003235845,0.0004286077,0.01265495,0.00007953073,0.00005019969,0.0005786493,0.0001227972,0.1890799,0.7858874,0.004206206,0.006754537,0.0001249412],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.07202252,0.0003928943,0.9241704,0.00006493933,0.00003513788,0.0002059384,0.0003828074,0.0008633084,0.001861987],"genre_scores_gemma":[0.4630106,0.0003956036,0.5331286,0.0000372757,0.00001126444,0.0005450389,0.0003507187,0.0002082906,0.002312557],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.002809724,"threshold_uncertainty_score":0.009399474,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2322537914","doi":"10.1061/41130(369)194","title":"Wind and Snow Loads—An International Perspective","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Rowan Williams Davies & Irwin (Canada)","funders":"","keywords":"Snow; Consistency (knowledge bases); Perspective (graphical); Presentation (obstetrics); Meteorology; Wind tunnel; Wind force; Wind power; Computer science; Engineering; Geography; Aerospace engineering; Artificial intelligence; Electrical engineering","authors":[],"retraction":null,"screen_n_in":null,"score":{"opus":0.006862745566663804,"gpt":0.2468850104250652,"spread":0.2400222648584014,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001409748,0.0005944712,0.0003509814,0.001591911,0.001356817,0.003369798,0.000387693,0.001409295,0.009552793],"category_scores_gemma":[0.001308563,0.0001699144,0.0003195029,0.002456047,0.001933574,0.004729278,0.001219411,0.002880551,0.001283247],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001028765,"about_ca_system_score_gemma":0.001598853,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005573545,"about_ca_topic_score_gemma":0.00891501,"domain_scores_codex":[0.9994035,0.0001968138,0.00005433527,0.00008948705,0.0001612787,0.00009461474],"domain_scores_gemma":[0.9991518,0.0002604292,0.00009939236,0.00006365456,0.0003337736,0.00009100156],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0001095357,0.0001908087,0.006470749,0.000770926,0.00003402671,0.0004099137,0.002950585,0.002334344,0.001249048,0.6189635,0.0696624,0.2968542],"study_design_scores_gemma":[0.000006442292,0.0001330187,0.01272245,0.001280072,0.0000274843,0.0002688415,0.004879808,0.0004332028,0.000529483,0.04177685,0.9379157,0.00002678464],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"other","genre_gemma":"other","genre_scores_codex":[0.01670962,0.1370134,0.006033611,0.07050352,0.006499527,0.00002437573,0.00036656,0.00005967407,0.7627898],"genre_scores_gemma":[0.4492469,0.360949,0.0103268,0.01286331,0.01061268,0.00009120577,0.0006542542,0.0001688397,0.155087],"genre_candidate":"other","genre_consensus":"other","teacher_disagreement_score":0.009552793,"threshold_uncertainty_score":0.03195733,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2332800612","doi":"10.1061/41130(369)191","title":"Wind Load Provisions and Steel Specifications for Russia","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"","keywords":"Engineering; State (computer science); Wind engineering; Architectural engineering; Civil engineering; Computer science; Programming language","authors":[{"name":"David P. Thompson","is_ca":false},{"name":"Mila Paramonov","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01659304629838533,"gpt":0.2436140990392177,"spread":0.2270210527408323,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001285424,0.0004074692,0.0002007397,0.001101404,0.001099691,0.001189256,0.0008037309,0.0009950768,0.005261765],"category_scores_gemma":[0.001733648,0.0004493925,0.00036035,0.000778642,0.0004043286,0.0005939181,0.0007963713,0.0005427118,0.002357861],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.002212171,"about_ca_system_score_gemma":0.003415824,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.04914534,"about_ca_topic_score_gemma":0.06690121,"domain_scores_codex":[0.9978234,0.0003612212,0.0003297544,0.0001652394,0.001082733,0.0002377412],"domain_scores_gemma":[0.9990674,0.0001483948,0.0001259045,0.000123561,0.0005020529,0.00003285713],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"theoretical_or_conceptual","study_design_gemma":"theoretical_or_conceptual","study_design_scores_codex":[0.0008483773,0.0003192958,0.04226861,0.0009377744,0.00004503758,0.001719682,0.01049586,0.167308,0.09266791,0.3832434,0.08811447,0.2120316],"study_design_scores_gemma":[0.0001010045,0.0006097317,0.07007405,0.0003355007,0.00006176769,0.0009096409,0.003694922,0.02677107,0.04121861,0.0182685,0.8377678,0.0001874032],"study_design_candidate":"theoretical_or_conceptual","study_design_consensus":"theoretical_or_conceptual","genre_codex":"other","genre_gemma":"methods","genre_scores_codex":[0.4234296,0.000956907,0.05613904,0.001227328,0.0003057354,0.0003212442,0.01138003,0.002011936,0.5042282],"genre_scores_gemma":[0.858198,0.0006921038,0.02966198,0.0002926125,0.00003971805,0.0003210837,0.01282226,0.0004736353,0.0974986],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.04914534,"threshold_uncertainty_score":0.09771854,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2317879047","doi":"10.1061/41130(369)217","title":"Advancing Performance Based Design through Full-Scale Simulation of Wind, Water, and Structural Interaction","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Wind and Air Flow Studies","field":"Environmental Science","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true},"ca_institutions":"","funders":"Clemson University; National Oceanic and Atmospheric Administration; National Science Foundation","keywords":"Wind engineering; Landfall; Full scale; Environmental science; Scale (ratio); Hazard; Computer science; Marine engineering; Research program; Wind speed; Civil engineering; Meteorology; Storm; Engineering; Structural engineering; Geography; Cartography","authors":[{"name":"Forrest J. Masters","is_ca":false},{"name":"Kurtis R. Gurley","is_ca":false},{"name":"David O. Prevatt","is_ca":false}],"retraction":null,"screen_n_in":null,"score":{"opus":0.009612891699952098,"gpt":0.2467775951026493,"spread":0.2371647034026972,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0005819993,0.0007645243,0.0007301644,0.0004832307,0.0004745077,0.001237962,0.001060039,0.001134559,0.003879306],"category_scores_gemma":[0.001396632,0.0005708557,0.0006411729,0.0002613154,0.0006590256,0.0008829104,0.001008366,0.0007564768,0.0005710056],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0006864936,"about_ca_system_score_gemma":0.001167089,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.008513508,"about_ca_topic_score_gemma":0.008383314,"domain_scores_codex":[0.999824,0.00004171106,0.000006788733,0.00001781752,0.00008152576,0.00002817092],"domain_scores_gemma":[0.9994851,0.0002629733,0.0000465835,0.00007337823,0.00008972356,0.00004220607],"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":[0.00001219779,0.00003345319,0.0004167657,0.00002238166,0.000006712424,0.00001851231,0.00002541155,0.9934728,0.001152177,0.0009330355,0.0001477501,0.003758726],"study_design_scores_gemma":[0.000005794249,0.00001418834,0.00008459564,0.000002970273,0.000001995625,0.000003188787,0.000007434899,0.9987845,0.0002397861,0.0003848966,0.0004678512,0.000002719123],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.306704,0.0004220426,0.6296445,0.0006023263,0.0001776579,0.0004539271,0.0006312542,0.002073904,0.05929044],"genre_scores_gemma":[0.8710238,0.0003825529,0.1222488,0.0001159861,0.00003002133,0.0004066315,0.0003792924,0.0002453387,0.005167663],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.008513508,"threshold_uncertainty_score":0.0169279,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2326278953","doi":"10.1061/41130(369)118","title":"A Simple Approach for Performance Evaluation of Structures in Fire","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Fire effects on concrete materials","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"National Research Council Canada","funders":"","keywords":"Simple (philosophy); Column (typography); Computer science; Structural engineering; Software; Deformation (meteorology); Fire resistance; Engineering; Materials science; Programming language","authors":[{"name":"Hamidreza Mostafaei","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.01474660382757617,"gpt":0.2583685436580761,"spread":0.2436219398304999,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007073865,0.0008806558,0.0005945363,0.00176304,0.0004348386,0.0004888279,0.0008629095,0.0007114273,0.003445022],"category_scores_gemma":[0.001275476,0.0003113294,0.0004606369,0.0006888671,0.0004892214,0.000686039,0.0008713661,0.0005397265,0.0008138763],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004458546,"about_ca_system_score_gemma":0.0004568112,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001145697,"about_ca_topic_score_gemma":0.002687193,"domain_scores_codex":[0.9988769,0.0001559755,0.00004514759,0.0001066905,0.000762914,0.00005242429],"domain_scores_gemma":[0.999513,0.0001104077,0.00005293535,0.00009022683,0.0002102496,0.00002311196],"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":[0.0002140098,0.0002503823,0.003897472,0.0003725614,0.00004514929,0.0002202459,0.0003184094,0.03620758,0.8002442,0.005162152,0.0005440655,0.1525239],"study_design_scores_gemma":[0.00005381181,0.00362848,0.02231123,0.00007167416,0.00007052501,0.001070854,0.0003924138,0.2332768,0.719838,0.005275374,0.01384935,0.0001615125],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1894437,0.0003716717,0.7968376,0.00004295878,0.00006501327,0.0006250823,0.0004742072,0.0009292703,0.01121056],"genre_scores_gemma":[0.7618138,0.0003908377,0.2304138,0.00004236021,0.00001922327,0.000547688,0.0004571643,0.0001077315,0.006207442],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.003445022,"threshold_uncertainty_score":0.0115248,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2087120083","doi":"10.1061/41131(370)22","title":"A Review of Benchmark Study on Response Control of Seismically-Excited Highway Bridges","year":2010,"lang":"en","type":"review","venue":"Structures Congress 2010","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"University of Waterloo","funders":"","keywords":"Benchmark (surveying); Bridge (graph theory); Computer science; MATLAB; Control (management); Sample (material); Artificial intelligence; Geology; Physics","authors":[{"name":"Young‐Jin Cha","is_ca":true},{"name":"Sriram Narasimhan","is_ca":true},{"name":"Anil K. Agrawal","is_ca":true},{"name":"Satish Nagarajaiah","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.0158148720942696,"gpt":0.2885946400207503,"spread":0.2727797679264807,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.001299766,0.001285345,0.001998179,0.002540135,0.0002546599,0.001118184,0.001272551,0.001189646,0.002698799],"category_scores_gemma":[0.003027769,0.0005642481,0.0006613123,0.003672275,0.0003515564,0.001435061,0.000552456,0.0007504942,0.001018502],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0007938835,"about_ca_system_score_gemma":0.001184046,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001872687,"about_ca_topic_score_gemma":0.001562908,"domain_scores_codex":[0.9993905,0.00009703037,0.0001042286,0.0001403478,0.0002351251,0.00003269721],"domain_scores_gemma":[0.9984241,0.0008509234,0.0001609104,0.00005446943,0.000472097,0.00003765862],"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":[0.0001445629,0.0001638794,0.0002542805,0.03190413,0.0001600067,0.000138321,0.0000660673,0.01341885,0.002960576,0.01756635,0.01576968,0.9174533],"study_design_scores_gemma":[0.0000726388,0.001306684,0.002956648,0.014534,0.0005563461,0.001174986,0.0002378636,0.01447285,0.00652901,0.01874273,0.9392536,0.0001627618],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"review","genre_gemma":"review","genre_scores_codex":[0.000875792,0.9889045,0.006224544,0.0001558931,0.0001938609,0.00001490068,0.00005644492,0.00003067224,0.003543383],"genre_scores_gemma":[0.01190802,0.9822454,0.003964548,0.0001610932,0.0003156422,0.00004030135,0.0001616887,0.00001406731,0.001189161],"genre_candidate":"review","genre_consensus":"review","teacher_disagreement_score":0.002698799,"threshold_uncertainty_score":0.009028435,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null},{"id":"W2333636078","doi":"10.1061/41130(369)238","title":"Structural Glass Pavilion","year":2010,"lang":"en","type":"article","venue":"Structures Congress 2010","topic":"Structural Analysis of Composite Materials","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false},"ca_institutions":"Arup Group (Canada)","funders":"","keywords":"Pavilion; Roof; Materials science; Core (optical fiber); Structural engineering; Composite material; Engineering; Civil engineering","authors":[{"name":"Seth A. Wolfe","is_ca":true},{"name":"Leo Argiris","is_ca":true}],"retraction":null,"screen_n_in":null,"score":{"opus":0.006507053372801197,"gpt":0.2198574800937574,"spread":0.2133504267209562,"validation_status":"score_only:v0-immature-baseline"},"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002506017,0.0006924598,0.000267429,0.000992956,0.001428876,0.0007123431,0.0005693451,0.0004580558,0.1343102],"category_scores_gemma":[0.0002836183,0.000405225,0.0003083043,0.0004249779,0.0002938826,0.0004445969,0.001156104,0.0008453159,0.01771208],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00095565,"about_ca_system_score_gemma":0.001465159,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00775931,"about_ca_topic_score_gemma":0.02633864,"domain_scores_codex":[0.9996578,0.00002032346,0.000005747833,0.00005473494,0.0001892133,0.00007227121],"domain_scores_gemma":[0.999805,0.00001822503,0.000006078803,0.00002859619,0.00008841837,0.00005362298],"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":[0.0006149607,0.0003409444,0.005016356,0.0004258144,0.00002979409,0.002187615,0.001077409,0.00741123,0.1443896,0.07377253,0.2410906,0.5236432],"study_design_scores_gemma":[0.0000455249,0.0004848983,0.006370365,0.00005146779,0.00002161219,0.0009727003,0.0002754837,0.006850717,0.02557376,0.001309127,0.9580084,0.00003599822],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"other","genre_gemma":"empirical","genre_scores_codex":[0.1510598,0.00091466,0.05514275,0.0009787602,0.001470482,0.0007621465,0.004626977,0.009029639,0.7760148],"genre_scores_gemma":[0.2595245,0.0005157675,0.0263105,0.0001698313,0.0001012847,0.0001982055,0.002516146,0.0006013753,0.7100623],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.1343102,"threshold_uncertainty_score":0.4493125,"prediction_status":"machine_predicted_unvalidated"},"labels":[],"label_agreement":null}]}