{"id":"W4200116054","doi":"10.18280/mmep.080614","title":"Earthquake Resistance Optimization and Evaluation of Bridge Piers Structural Form and Dimensions Based on Demand to Capacity Ratio and Yielding Points of Force-Displacement","year":2021,"lang":"en","type":"article","venue":"Mathematical Modelling and Engineering Problems","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Pier; Structural engineering; Bridge (graph theory); Displacement (psychology); Earthquake resistance; Transverse plane; Stiffness; Engineering; Cross section (physics); Geotechnical engineering","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000245207,0.0001434221,0.0002270793,0.00007449305,0.00004405831,0.00002924996,0.00002314369,0.00005908305,0.00000468562],"category_scores_gemma":[0.00006582989,0.0001373488,0.00001802701,0.00008260618,0.00002724982,0.00008652762,0.00002047574,0.00008246554,6.046952e-8],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0000229737,"about_ca_system_score_gemma":0.000007774503,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000002165212,"about_ca_topic_score_gemma":6.848862e-7,"domain_scores_codex":[0.9992034,0.00001110483,0.0002708522,0.0001613476,0.0002121793,0.0001410652],"domain_scores_gemma":[0.9995669,0.000112993,0.00003446356,0.0001135612,0.00007932421,0.00009275395],"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":[0.000006246274,6.28263e-7,0.00002630032,0.0006484984,0.00001397059,2.390258e-7,0.0005572725,0.9922776,0.005169013,0.001070184,6.470474e-7,0.0002293785],"study_design_scores_gemma":[0.000389187,0.00003548782,0.0002807279,0.0005404531,0.00006617069,0.000005620226,0.00002255586,0.9869158,0.01056008,0.001048325,6.943966e-7,0.0001349512],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.5827825,0.0001397155,0.4168303,0.0000150142,0.00002038228,0.0001657134,0.000005433293,0.00002089582,0.00002004739],"genre_scores_gemma":[0.9176736,0.00003625379,0.08223926,0.000004071816,0.000005815375,0.00001418224,0.000005137961,0.00001599419,0.000005722564],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.3348911,"threshold_uncertainty_score":0.5600923,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.0308856979592512,"score_gpt":0.2326099442564004,"score_spread":0.2017242462971492,"validation_status":"score_only:v0-immature-baseline","note":"Baseline scores from an immature model (maturity gate not passed). Scores rank; they never assert a category."}}