{"id":"W3048674996","doi":"10.1002/tal.1800","title":"Extension of direct displacement‐based design for quantifying higher mode effects on controlled rocking steel cores","year":2020,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Seismic Performance and Analysis","field":"Engineering","cited_by":39,"is_retracted":false,"has_abstract":true,"ca_institutions":"Alpha Technologies (Canada)","funders":"","keywords":"Displacement (psychology); Structural engineering; Modal; Nonlinear system; Mode (computer interface); Stiffness; Vibration; Extension (predicate logic); Engineering; Compression (physics); Computer science; Materials science; Physics; Acoustics","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":[0.0005009866,0.0006805893,0.0003799997,0.0004335251,0.0001051151,0.0003532218,0.0006735351,0.0004083906,0.003036305],"category_scores_gemma":[0.001056343,0.000346787,0.0004265375,0.0001352296,0.0002598438,0.0002086333,0.0004586623,0.0002817935,0.000439024],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003596703,"about_ca_system_score_gemma":0.0004689631,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001435501,"about_ca_topic_score_gemma":0.001772897,"domain_scores_codex":[0.9996793,0.000079925,0.00001474454,0.00004550238,0.0001600825,0.00002048898],"domain_scores_gemma":[0.9995598,0.0001811055,0.00007631609,0.00006475837,0.0001069932,0.00001103218],"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":[0.0001180126,0.0001016147,0.002730855,0.0002044362,0.00002982138,0.00005973397,0.00006868778,0.8409058,0.07918289,0.002969086,0.000346711,0.07328235],"study_design_scores_gemma":[0.000009678585,0.0001262478,0.0005385368,0.000007193741,0.000006658341,0.00002151827,0.000006562544,0.9849411,0.01273284,0.0004192551,0.00118288,0.000007653318],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.07333744,0.00004314705,0.9219035,0.00001827519,0.000016279,0.00006817737,0.00009797861,0.0004422111,0.004072952],"genre_scores_gemma":[0.7959471,0.00004747367,0.2014855,0.00002480488,0.000006547402,0.0001684743,0.0001260555,0.00007137721,0.002122569],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.003036305,"threshold_uncertainty_score":0.01015741,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.03613670174873002,"score_gpt":0.2586436187502865,"score_spread":0.2225069170015565,"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."}}