{"id":"W1973993357","doi":"10.1139/l10-089","title":"A study on composite end-plate connections with flexible tensile reinforcements and shear connectors","year":2010,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":9,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Composite number; Materials science; Structural engineering; Ultimate tensile strength; Reinforcement; Ductility (Earth science); Shear (geology); Composite material; Finite element method; Flexural strength; Parametric statistics; Engineering; Creep; Mathematics","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false,"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":[0.0004904806,0.0007866852,0.0004463456,0.0004388548,0.0002778266,0.0003571308,0.0009024651,0.0009518602,0.001738736],"category_scores_gemma":[0.001519852,0.0003682128,0.0004691256,0.0003063301,0.0005939283,0.0005927859,0.0003935113,0.000393182,0.000335322],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001505265,"about_ca_system_score_gemma":0.000141563,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0003400767,"about_ca_topic_score_gemma":0.0005010689,"domain_scores_codex":[0.9995645,0.000108569,0.00001441729,0.00007642379,0.0001860049,0.00005007351],"domain_scores_gemma":[0.9987808,0.0005697071,0.0002193916,0.0001673833,0.0001860309,0.00007667467],"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":[0.0004468913,0.0002292747,0.005933784,0.0003203519,0.00006151942,0.001945505,0.0002451531,0.3559692,0.6143729,0.002842504,0.0002011679,0.01743175],"study_design_scores_gemma":[0.00005928619,0.004388068,0.02863335,0.00005442161,0.0001169315,0.00203735,0.0002646568,0.7143756,0.245044,0.001034959,0.003919515,0.00007179078],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9757307,0.000156754,0.02143885,0.00001976412,0.00001295471,0.00002277311,0.00003674652,0.00007171972,0.002509881],"genre_scores_gemma":[0.9927678,0.000088994,0.006259241,0.000005400629,0.000006698316,0.00001139813,0.00002293455,0.00001487821,0.0008225177],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001738736,"threshold_uncertainty_score":0.005816638,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.007642834502235735,"score_gpt":0.1921352964683834,"score_spread":0.1844924619661476,"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."}}