{"id":"W4396621131","doi":"10.1016/j.jcomc.2024.100467","title":"A new method for rapidly capturing the strength and full nonlinear response of partially interacting steel–concrete composite beams","year":2024,"lang":"en","type":"article","venue":"Composites Part C Open Access","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":7,"is_retracted":false,"has_abstract":true,"ca_institutions":"McMaster University","funders":"State Administration of Foreign Experts Affairs","keywords":"Structural engineering; Materials science; Nonlinear system; Curvature; Composite number; Beam (structure); Deflection (physics); Stiffening; Cracking; Hardening (computing); Composite material; Mathematics; Engineering; Physics; Classical mechanics; Geometry","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":["scholarly_communication"],"consensus_categories":[],"category_scores_codex":[0.0008054433,0.0002858541,0.000493389,0.0001615774,0.0001723617,0.001945967,0.001274474,0.00007173474,0.00006152062],"category_scores_gemma":[0.0001311346,0.0002213305,0.0001538159,0.0004160423,0.00004430257,0.000893997,0.0008234526,0.000297109,0.000005804688],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00005317085,"about_ca_system_score_gemma":0.00005475209,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0004000295,"about_ca_topic_score_gemma":0.00006755363,"domain_scores_codex":[0.9983661,0.0001817513,0.0005423639,0.0004053411,0.0001785778,0.0003258844],"domain_scores_gemma":[0.9966968,0.002555124,0.0001046672,0.0004339613,0.00007386485,0.0001356309],"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":[0.0009851375,0.000005505105,0.0007307017,0.0004000737,0.0010952,0.00002014863,0.001880279,0.03022417,0.9454759,0.0001850644,0.001572689,0.01742513],"study_design_scores_gemma":[0.0004728102,0.0000790081,0.001085949,0.0004801301,0.0003310527,0.00004452557,0.0001203516,0.5306461,0.457817,0.00006654407,0.008531291,0.0003251909],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9684142,0.002592298,0.02600951,0.000607736,0.0007348161,0.0008284203,0.00009922729,0.0002662348,0.0004475079],"genre_scores_gemma":[0.9085365,0.00003940519,0.09067312,0.00004956722,0.0002663594,0.00004914304,0.00004095252,0.00007453815,0.0002704091],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.5004219,"threshold_uncertainty_score":0.9990901,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.03151149631051058,"score_gpt":0.3611131859559079,"score_spread":0.3296016896453973,"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."}}