{"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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0002306296,0.0002763106,0.0001886911,0.0005012233,0.0000802627,0.0002707418,0.0003090759,0.000240905,0.0006966989],"category_scores_gemma":[0.0006816309,0.0001791138,0.0002344325,0.0001929032,0.0006473915,0.0002386762,0.0002526498,0.0001622171,0.0001481889],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001814112,"about_ca_system_score_gemma":0.0002157504,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005573449,"about_ca_topic_score_gemma":0.000770928,"domain_scores_codex":[0.9998723,0.00001365357,0.000007754045,0.00002638112,0.0000615786,0.00001820534],"domain_scores_gemma":[0.9996808,0.0001099424,0.0001004132,0.00004314927,0.00005017906,0.00001558504],"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":[0.0003122911,0.00003728811,0.01056493,0.0001720228,0.00002836137,0.0005098159,0.0001851035,0.2774763,0.6868539,0.003014979,0.00009356073,0.02075137],"study_design_scores_gemma":[0.0000221283,0.0005926504,0.06077625,0.00003472526,0.00004468313,0.0005886314,0.0001785475,0.5394681,0.3951006,0.001876885,0.001251962,0.00006486012],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"methods","genre_scores_codex":[0.9828596,0.0001000651,0.01505553,0.00001114379,0.000004827208,0.00001053167,0.00007651495,0.00004597216,0.001835829],"genre_scores_gemma":[0.9981874,0.00003338939,0.001447524,0.000001544948,8.609565e-7,0.000004414178,0.00003295592,0.000003779991,0.0002882349],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.0006966989,"threshold_uncertainty_score":0.002330661,"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."}}