{"id":"W1985897963","doi":"10.1016/j.tws.2006.10.002","title":"Strength and stiffness determination of shear wall panels in cold-formed steel framing","year":2006,"lang":"en","type":"article","venue":"Thin-Walled Structures","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":40,"is_retracted":false,"has_abstract":false,"ca_institutions":"University of Waterloo","funders":"","keywords":"Framing (construction); Shear wall; Structural engineering; Stiffness; Cold-formed steel; Shear (geology); Materials science; Finite element method; Engineering; Composite material","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":[],"consensus_categories":[],"category_scores_codex":[0.0001126396,0.0002512249,0.0004127651,0.0002968299,0.00005732126,0.00005054058,0.0001818372,0.0001710534,0.0000493406],"category_scores_gemma":[0.00005569293,0.0002328259,0.00006363905,0.0002808544,0.00006723557,0.0001613115,0.00004429674,0.0002532087,0.000001258608],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00008891252,"about_ca_system_score_gemma":0.0000183693,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0009126653,"about_ca_topic_score_gemma":0.0004420491,"domain_scores_codex":[0.9986767,0.0000409447,0.0004495422,0.0002464253,0.0002828138,0.0003036445],"domain_scores_gemma":[0.9994382,0.00012115,0.00009083233,0.0002480748,0.00004747362,0.00005422448],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"observational","study_design_scores_codex":[0.00009958015,0.00003605978,0.01050944,0.0009773092,0.0001878414,0.0000510687,0.005650428,0.06625869,0.8776061,0.007775743,0.00007382312,0.0307739],"study_design_scores_gemma":[0.001335766,0.00003351933,0.7559592,0.0001117628,0.0000927513,0.00001499319,0.0003633704,0.0821494,0.1497842,0.009554479,0.00008586724,0.0005146643],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9983619,0.0004295073,0.0001255038,0.00001458184,0.00012407,0.0001630115,0.00001215443,0.0001467443,0.0006224776],"genre_scores_gemma":[0.9973418,0.00002444636,0.002433668,0.000009142389,0.00005853299,0.000007596575,0.00001648823,0.00003466351,0.00007367991],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.7454498,"threshold_uncertainty_score":0.9494366,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.006843831950537374,"score_gpt":0.214195526405066,"score_spread":0.2073516944545287,"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."}}