{"id":"W1484074344","doi":"10.15866/irece.v5i4.3091","title":"Shear Capacity of Steel Plates with a Square Opening","year":2014,"lang":"en","type":"article","venue":"International Review of Civil Engineering (IRECE)","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"McMaster University","funders":"","keywords":"Structural engineering; Materials science; Buckling; Stiffness; Shear (geology); Finite element method; Parametric statistics; Deflection (physics); Square (algebra); Composite material; Engineering; 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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002746979,0.00020379,0.0004850576,0.0001658871,0.00001310036,0.00001522553,0.0003477763,0.00004704865,0.0002397605],"category_scores_gemma":[0.0003271524,0.0001770881,0.000141707,0.0002655022,0.00002824163,0.0001463813,0.00004094989,0.0001730242,0.00000949568],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00007091671,"about_ca_system_score_gemma":0.00001065925,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00004785633,"about_ca_topic_score_gemma":0.00002463116,"domain_scores_codex":[0.998749,0.0000162475,0.0004808728,0.0001649758,0.0004214171,0.0001674866],"domain_scores_gemma":[0.9992202,0.0001450165,0.0001191282,0.0002564775,0.000196985,0.0000621979],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.00002722566,0.00004384694,0.005173589,0.02580203,0.00180251,0.000007476192,0.0003753786,0.8473276,0.09609044,0.007030791,0.001222264,0.01509685],"study_design_scores_gemma":[0.001197278,0.0002106919,0.03236197,0.05622017,0.000470268,0.0001145938,0.00003107182,0.722352,0.1467442,0.0001909419,0.03879625,0.001310597],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.883031,0.02615322,0.05984167,0.0004027482,0.001639849,0.0007366826,0.0001182685,0.0008409114,0.02723563],"genre_scores_gemma":[0.9931732,0.001685895,0.004934893,0.00002162458,0.0000755984,0.00001281214,0.00001757803,0.00003944722,0.00003891152],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1249756,"threshold_uncertainty_score":0.7221442,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.007555472488674065,"score_gpt":0.2099025158481403,"score_spread":0.2023470433594663,"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."}}