{"id":"W4391506751","doi":"10.1016/j.tws.2024.111677","title":"Experimental and numerical investigations of Frameless CFSCW under combined in-plane shear and axial loads","year":2024,"lang":"en","type":"article","venue":"Thin-Walled Structures","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of British Columbia","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Buckling; Stiffness; Finite element method; Shear (geology); Ductility (Earth science); Materials science; Cold-formed steel; Shear wall; Engineering; Composite material","routes":{"ca_aff":true,"ca_fund":true,"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":[],"consensus_categories":[],"category_scores_codex":[0.00005467792,0.0002009657,0.0003238861,0.0001607428,0.00005201506,0.00008231887,0.00009870363,0.0001253618,0.0001188544],"category_scores_gemma":[0.00001751764,0.0001780951,0.00004280466,0.000217415,0.0001804696,0.0001047507,0.00005742956,0.0003047294,0.00000222008],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00004632201,"about_ca_system_score_gemma":0.00001516216,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0004556688,"about_ca_topic_score_gemma":0.00002267649,"domain_scores_codex":[0.9990878,0.00003403094,0.0002639318,0.0002392008,0.0001827621,0.0001922813],"domain_scores_gemma":[0.9995986,0.0001105515,0.00002024215,0.0001577469,0.00001265744,0.0001002371],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.00007207872,0.0000165581,0.001798284,0.0004018125,0.0005081363,0.00004593865,0.008785428,0.02401442,0.8548671,0.108545,0.0002914955,0.0006537844],"study_design_scores_gemma":[0.001934312,0.0002121337,0.07965679,0.0002195938,0.0002091223,0.0001297631,0.001962534,0.1362094,0.7112692,0.06703008,0.0001812925,0.0009857683],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9963517,0.002361916,0.0002290751,0.00008510203,0.0002285094,0.0001015389,0.00001508654,0.0001803719,0.0004467625],"genre_scores_gemma":[0.9982948,0.00001660476,0.001514421,0.00004542073,0.00005576939,0.000006055863,0.0000193418,0.00002945887,0.00001811482],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1435979,"threshold_uncertainty_score":0.7262506,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.009445350349222892,"score_gpt":0.2394739860484993,"score_spread":0.2300286356992764,"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."}}