{"id":"W4394746507","doi":"10.62913/engj.v48i3.1013","title":"Seismic Design and Response of Crane-Supporting and Heavy Industrial Steel Structures","year":2011,"lang":"en","type":"article","venue":"Engineering Journal","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"Polytechnique Montréal; Hatch (Canada)","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Response spectrum; Seismic analysis; Engineering; Displacement (psychology); Buckling; Brace; Ductility (Earth science); Response analysis; Acceleration; Low-rise; Mode (computer interface); Seismic loading; Computer science; Creep; Materials science","routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":true,"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":[0.0001342545,0.0002748139,0.0001514637,0.0004155427,0.0001503007,0.0001668647,0.0003305225,0.0003325811,0.00100789],"category_scores_gemma":[0.0005582588,0.0001594349,0.0001644184,0.0002267308,0.0003314843,0.0001059892,0.0001622176,0.0001174946,0.0001794754],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003652248,"about_ca_system_score_gemma":0.00023361,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005704117,"about_ca_topic_score_gemma":0.008639557,"domain_scores_codex":[0.9998789,0.00001745487,0.000003393638,0.00001509922,0.00005839286,0.00002684795],"domain_scores_gemma":[0.9998523,0.00004725508,0.00002726919,0.00001554466,0.00003449684,0.00002315626],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0005668808,0.0001516694,0.05444571,0.00006867822,0.00002843544,0.0006715582,0.0003918461,0.5227805,0.3845766,0.001151413,0.0003269617,0.03483973],"study_design_scores_gemma":[0.00002274416,0.0004422367,0.08927315,0.000005973181,0.00001648682,0.0002324459,0.000234438,0.8687586,0.0399345,0.0003182405,0.0007403902,0.00002072452],"study_design_candidate":"not_applicable","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"methods","genre_scores_codex":[0.9951836,0.000009359244,0.003626915,0.000007408497,6.87136e-7,0.000005463584,0.00002365258,0.00002638279,0.001116525],"genre_scores_gemma":[0.9987776,0.000006583481,0.0007657263,0.000001744477,5.343995e-7,0.000002243891,0.00003823835,0.000004736696,0.0004027291],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.005704117,"threshold_uncertainty_score":0.01134181,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02660956283682531,"score_gpt":0.2121823678171043,"score_spread":0.185572804980279,"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."}}