{"id":"W2012143183","doi":"10.1016/j.nucengdes.2010.04.018","title":"Shear behavior of headed anchors with large diameters and deep embedments in concrete","year":2010,"lang":"en","type":"article","venue":"Nuclear Engineering and Design","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":false,"ca_institutions":"Atomic Energy (Canada)","funders":"Korea Hydro and Nuclear Power; University of Texas at Austin; Electric Power Research Institute","keywords":"Shear (geology); Structural engineering; Materials science; Geotechnical engineering; Forensic engineering; Engineering; Geology; Composite material","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":[0.0003460888,0.0003560852,0.000296221,0.0006763103,0.0002361727,0.0004635089,0.0003151228,0.0004376055,0.001124468],"category_scores_gemma":[0.00118768,0.0004086091,0.000137344,0.0003102607,0.0007757845,0.0004166347,0.000386984,0.000260488,0.0002944545],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000273941,"about_ca_system_score_gemma":0.0001922565,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001472668,"about_ca_topic_score_gemma":0.001784297,"domain_scores_codex":[0.9999089,0.00001503074,0.000005853231,0.00001959672,0.00002745658,0.00002323043],"domain_scores_gemma":[0.9993067,0.0001860356,0.0002131882,0.00005158146,0.0001338026,0.0001087401],"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":[0.003921106,0.0003058506,0.05011899,0.00009644232,0.00004949364,0.0009279992,0.0008589165,0.2824106,0.63996,0.005466045,0.0003699855,0.01551451],"study_design_scores_gemma":[0.0001089375,0.001872604,0.1216685,0.00004002888,0.00009429705,0.0003335821,0.0009145108,0.698945,0.1737163,0.001447768,0.0007746275,0.00008387314],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9984933,0.0000285135,0.001063282,0.000005509643,0.000002344149,0.000001698159,0.00001548337,0.00001725966,0.0003725142],"genre_scores_gemma":[0.9996087,0.00001352245,0.0001522903,0.000001050416,7.578614e-7,6.859524e-7,0.00001138601,0.000002676604,0.0002089452],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001472668,"threshold_uncertainty_score":0.003761709,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005511272334226676,"score_gpt":0.1811297145058996,"score_spread":0.1756184421716729,"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."}}