{"id":"W4386345647","doi":"10.1061/jsendh.steng-12155","title":"Simplified Method for the Preliminary Design of Shear-Controlling Rocking-Isolation Podium Systems for Tall Buildings","year":2023,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"ca_institutions":"Hudbay Minerals (Canada); University of Toronto","funders":"","keywords":"Structural engineering; Base isolation; Seismic analysis; Base (topology); Shear force; Moment (physics); Engineering; Displacement (psychology); Finite element method; Dual (grammatical number); Mechanism (biology); Mechanical engineering; Mathematics","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":[0.0005132975,0.0009489508,0.0006161336,0.0006366655,0.0002499376,0.0005257645,0.0007119129,0.0004233739,0.005125956],"category_scores_gemma":[0.001077876,0.0004010423,0.0005087929,0.0002521009,0.0003149315,0.0003192821,0.0004682209,0.000564439,0.000977484],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004016539,"about_ca_system_score_gemma":0.0008984699,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001511733,"about_ca_topic_score_gemma":0.002389644,"domain_scores_codex":[0.9996896,0.00009015057,0.00001607947,0.00003410441,0.0001483086,0.000021889],"domain_scores_gemma":[0.9996576,0.0001285383,0.00005760149,0.00004557583,0.00009759557,0.00001307793],"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":[0.00008449371,0.00007291549,0.000573388,0.0003824019,0.0000262054,0.0001253043,0.0001739538,0.797577,0.05506749,0.01238789,0.001390063,0.1321389],"study_design_scores_gemma":[0.00003073304,0.0001872249,0.0003091145,0.00002060076,0.00001982855,0.00006036289,0.00002782301,0.9809142,0.008860131,0.00168349,0.007872859,0.00001362646],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.006775321,0.00003523083,0.9909325,0.00001188787,0.00001020934,0.00008012899,0.00004009062,0.0003211368,0.001793555],"genre_scores_gemma":[0.2244967,0.0001748741,0.7720332,0.00002393002,0.00001698311,0.0004232412,0.0001697667,0.0001173314,0.002543883],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.005125956,"threshold_uncertainty_score":0.01714808,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01762674076992573,"score_gpt":0.2534778789515053,"score_spread":0.2358511381815796,"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."}}