{"id":"W2109952804","doi":"10.1260/136943303322771718","title":"Non-Linear Performance of Slabs in Coupled Shear Wall Structures","year":2003,"lang":"en","type":"article","venue":"Advances in Structural Engineering","topic":"Structural Response to Dynamic Loads","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Cracking; Structural engineering; Shear wall; Stiffness; Materials science; Shear (geology); Finite element method; Flexural strength; Composite material; Engineering","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":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001392793,0.0003572422,0.0004620608,0.0003626609,0.00001999997,0.00001179738,0.0003011266,0.000129987,0.00007014975],"category_scores_gemma":[0.0001197133,0.0003437257,0.00006054769,0.0006525424,0.00005162111,0.0005590048,0.00002926131,0.0004320807,0.000003323447],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002183203,"about_ca_system_score_gemma":0.00002421786,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0000210253,"about_ca_topic_score_gemma":0.00002702738,"domain_scores_codex":[0.9983187,0.00001469144,0.000572284,0.0002694483,0.0002751691,0.0005497423],"domain_scores_gemma":[0.9994269,0.0001132703,0.00005260265,0.0003003806,0.00003139875,0.00007543562],"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":[0.00003277975,9.789343e-7,0.008598667,0.0002608908,0.00001025049,0.00001159629,0.0001782282,0.9716245,0.01614826,0.0009687921,5.830054e-7,0.002164494],"study_design_scores_gemma":[0.0008112721,0.00004047533,0.07295412,0.0001106216,0.000004694183,0.00003660738,0.00002856328,0.9074455,0.01757471,0.0002836898,0.0003161813,0.0003935698],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.995899,0.002098262,0.0004356506,0.000003177108,0.0007255839,0.0002173414,0.000004618765,0.000126537,0.0004898813],"genre_scores_gemma":[0.9898241,0.0004400505,0.009599909,0.00000724286,0.00003198719,0.00001604643,0.000005690223,0.00005907537,0.00001589848],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.06435545,"threshold_uncertainty_score":0.9999015,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.003642873170296131,"score_gpt":0.2240172174893667,"score_spread":0.2203743443190706,"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."}}