{"id":"W4385602363","doi":"10.1007/978-3-031-34159-5_33","title":"Finite Element Study of the Bending and Compression Behavior of Modified Steel-Reinforced Elastomeric Isolators","year":2023,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"ca_institutions":"University of Windsor","funders":"","keywords":"Structural engineering; Materials science; Compression (physics); Bending moment; Finite element method; Shear (geology); Base isolation; Elastomer; Shear stress; Bending; Reinforcement; Composite material; Shear modulus; Modulus; Stress (linguistics); Engineering; Mechanical engineering","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":false,"invisible_to_affiliation_only":false},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000172551,0.0003399396,0.0004215623,0.0003439886,0.000225176,0.0003115491,0.0007517138,0.0007343388,0.002810705],"category_scores_gemma":[0.0005609663,0.0002663268,0.0002620966,0.0002687646,0.0005362948,0.0003236169,0.0002225901,0.0003151309,0.0003641387],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002624269,"about_ca_system_score_gemma":0.0002122315,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001579099,"about_ca_topic_score_gemma":0.001648371,"domain_scores_codex":[0.9999036,0.000026632,0.000003533297,0.00001266015,0.00004074807,0.00001276256],"domain_scores_gemma":[0.99959,0.0002641552,0.00003612738,0.00003986041,0.00005207903,0.00001785584],"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":[0.0003254189,0.0002267318,0.001434506,0.0001201159,0.00003598455,0.000203138,0.0002178839,0.8481705,0.1270177,0.004212502,0.0005290446,0.01750646],"study_design_scores_gemma":[0.000009343941,0.0001125604,0.001126856,0.000007838765,0.000006329389,0.00003559543,0.00004587509,0.9881287,0.0096929,0.000295891,0.0005300046,0.000008014538],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9069868,0.000295284,0.07335233,0.0001202198,0.00003040186,0.00002982886,0.0001423338,0.0002778189,0.01876505],"genre_scores_gemma":[0.9827644,0.00007960291,0.009827531,0.00002195708,0.000006251254,0.00002473704,0.00009222878,0.00004106988,0.007142269],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002810705,"threshold_uncertainty_score":0.009402812,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01208554641719277,"score_gpt":0.2114022352041167,"score_spread":0.1993166887869239,"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."}}