{"id":"W2522888952","doi":"","title":"Seismic behavior of steel plate shear walls with different configurations","year":2015,"lang":"en","type":"article","venue":"","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Structural engineering; Durability; Infill; Stiffness; Cracking; Ductility (Earth science); Materials science; Shear wall; Composite number; Shear (geology); Composite material; Geotechnical engineering; Engineering; Creep","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002044572,0.0003774434,0.0002123922,0.0004474165,0.0001575436,0.0002205092,0.0002157685,0.0003534924,0.002570655],"category_scores_gemma":[0.0004554083,0.0001604693,0.0002026122,0.0002567407,0.0004685362,0.0001299597,0.0002392505,0.0002278842,0.0004975918],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000167962,"about_ca_system_score_gemma":0.0001325559,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0008496674,"about_ca_topic_score_gemma":0.0008645123,"domain_scores_codex":[0.9998946,0.00001699923,0.000005397615,0.00001761318,0.00003196769,0.00003349674],"domain_scores_gemma":[0.9997017,0.00008225775,0.00005384336,0.00002972115,0.00006987625,0.00006266159],"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":[0.001621469,0.0001515068,0.01779589,0.000104886,0.00007359106,0.0008204815,0.0004588478,0.0859452,0.8803315,0.001161372,0.0005827317,0.01095252],"study_design_scores_gemma":[0.00008963955,0.003351675,0.135027,0.00005924287,0.0001133612,0.0007566819,0.001037951,0.3505129,0.5062772,0.0005620416,0.002124629,0.00008765781],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9978771,0.00002896638,0.0008723465,0.000008379747,0.000005198882,0.000003094085,0.00008471262,0.00004107172,0.001079152],"genre_scores_gemma":[0.9990118,0.00002257365,0.0002265568,0.000003927959,0.00000141157,0.000002779943,0.0001584774,0.000009733594,0.0005626932],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002570655,"threshold_uncertainty_score":0.008599699,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01848465695968236,"score_gpt":0.2219335587832315,"score_spread":0.2034489018235491,"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."}}