{"id":"W3041234665","doi":"10.1016/j.istruc.2020.06.016","title":"Experimental testing and analytical modeling of CFS shear walls filled with LPM","year":2020,"lang":"en","type":"article","venue":"Structures","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":24,"is_retracted":false,"has_abstract":false,"ca_institutions":"University of British Columbia","funders":"Fundamental Research Funds for the Central Universities; Program for New Century Excellent Talents in University; National Natural Science Foundation of China","keywords":"Shear wall; Dissipation; Structural engineering; Materials science; Bracing; Stiffness; Shear (geology); Framing (construction); Ductility (Earth science); Geotechnical engineering; Composite material; Engineering; Brace","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":[0.000412781,0.0004365029,0.0002573281,0.0004634928,0.0004524129,0.0003400805,0.0007779296,0.000719011,0.003468417],"category_scores_gemma":[0.0009818105,0.0002030785,0.0002325185,0.0003001132,0.0008143911,0.0004457208,0.0002591516,0.0002515719,0.0003648891],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004469207,"about_ca_system_score_gemma":0.0004479538,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002208902,"about_ca_topic_score_gemma":0.002343249,"domain_scores_codex":[0.9997055,0.00003073709,0.00001168693,0.000049241,0.0001394808,0.00006335405],"domain_scores_gemma":[0.9994435,0.0001901611,0.00009064713,0.00008146257,0.0001486991,0.00004553766],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.001199879,0.0004941925,0.005901655,0.0001711915,0.00001485267,0.0005108382,0.0005186816,0.1737088,0.7968816,0.002316798,0.0006752138,0.01760629],"study_design_scores_gemma":[0.00006618642,0.001353962,0.01526519,0.00003660079,0.00003205102,0.0001085838,0.0003861531,0.3661645,0.614198,0.0003134311,0.002037079,0.00003832243],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9918783,0.0000300034,0.005627325,0.00002545333,0.00001246965,0.00001718695,0.0001712201,0.0001091884,0.002128898],"genre_scores_gemma":[0.9980795,0.00001458845,0.001164387,0.00000265864,0.00000187827,0.0000108261,0.00005036773,0.00000742907,0.0006683151],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003468417,"threshold_uncertainty_score":0.01160306,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.0219653245489733,"score_gpt":0.2306416519649901,"score_spread":0.2086763274160168,"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."}}