{"id":"W2749338758","doi":"10.1061/40700(2004)38","title":"The Development of Revised Effective Slab Width Criteria for Steel-Concrete Composite Bridges","year":2004,"lang":"en","type":"article","venue":"","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Slab; Structural engineering; Girder; Deflection (physics); Finite element method; Eurocode; Limit state design; Engineering; Materials science; Physics","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.003970269,0.001216399,0.0006160705,0.002000249,0.0003358995,0.001118952,0.002298389,0.0009772754,0.001036062],"category_scores_gemma":[0.008617861,0.0005468758,0.0006791581,0.0009427022,0.001013503,0.00177654,0.001056763,0.001182854,0.0005228813],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0008365302,"about_ca_system_score_gemma":0.001311115,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001823552,"about_ca_topic_score_gemma":0.00274405,"domain_scores_codex":[0.9965834,0.0009420737,0.0003254646,0.0002681767,0.001709676,0.0001712084],"domain_scores_gemma":[0.9962721,0.0009847227,0.000296159,0.0002064158,0.002161663,0.00007895581],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0001352137,0.0001069867,0.00396647,0.0005183296,0.00005998493,0.0003222462,0.0005441812,0.4827277,0.07770774,0.177348,0.003930758,0.2526324],"study_design_scores_gemma":[0.00004896017,0.0004826027,0.003179134,0.000173645,0.00006007239,0.0005074618,0.0002318641,0.8720068,0.05226789,0.04205866,0.02883235,0.0001504662],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"methods","genre_gemma":"methods","genre_scores_codex":[0.01666802,0.0003854131,0.9797308,0.00003562451,0.00003979602,0.00006357669,0.00005142454,0.000140384,0.00288498],"genre_scores_gemma":[0.2600626,0.0004324479,0.7363304,0.00007778088,0.00005765309,0.0002879492,0.0002973116,0.0001634633,0.002290364],"genre_candidate":"methods","genre_consensus":"methods","teacher_disagreement_score":0.003970269,"threshold_uncertainty_score":0.02099705,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.009460202501984073,"score_gpt":0.2453735040004141,"score_spread":0.23591330149843,"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."}}