{"id":"W4286247446","doi":"10.1177/13694332221113041","title":"Behavior and design of axially loaded square concrete-filled double steel tubular slender columns","year":2022,"lang":"en","type":"article","venue":"Advances in Structural Engineering","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":10,"is_retracted":false,"has_abstract":true,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Structural engineering; Concentric; Buckling; Materials science; Square (algebra); Deflection (physics); Axial symmetry; Tube (container); Composite material; Ultimate load; Engineering; Finite element method; Geometry; Mathematics","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":[0.0002122111,0.0003719763,0.0002518222,0.000436382,0.0001972232,0.0002330258,0.0006315822,0.0003838714,0.0008562119],"category_scores_gemma":[0.0005016008,0.0002771801,0.0001868299,0.0001240459,0.0004148491,0.0001650949,0.0002332868,0.0001266149,0.0002561478],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002879586,"about_ca_system_score_gemma":0.0005354114,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002318162,"about_ca_topic_score_gemma":0.006000549,"domain_scores_codex":[0.9998418,0.00002001339,0.000009737558,0.0000328979,0.00005942459,0.00003596627],"domain_scores_gemma":[0.9995297,0.0000729306,0.0001348889,0.00004099007,0.0001338314,0.00008767569],"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":[0.000398486,0.0001172608,0.009835097,0.0001482315,0.00002915055,0.0004745771,0.0001153946,0.2040851,0.7658009,0.0002860954,0.0002148229,0.01849502],"study_design_scores_gemma":[0.00007785189,0.002469504,0.03007306,0.0000283177,0.00006020088,0.0004406763,0.0002022802,0.5715088,0.3934814,0.0001805289,0.001413079,0.00006435009],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9868623,0.00005041394,0.01225131,0.00001066521,0.000005563732,0.00002690823,0.00005815233,0.0001309176,0.0006037194],"genre_scores_gemma":[0.9917548,0.00003225724,0.007412027,0.000006915574,0.00000119601,0.00001835186,0.000054062,0.00001846421,0.0007019319],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002318162,"threshold_uncertainty_score":0.004609287,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.008987807492430186,"score_gpt":0.2254698413446932,"score_spread":0.216482033852263,"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."}}