{"id":"W2078492083","doi":"10.1139/l01-087","title":"Structural behavior of cable anchorage zones in prestressed concrete cable-stayed bridge","year":2002,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Structural engineering; Spall; Stiffness; Stress (linguistics); Finite element method; Bridge (graph theory); Prestressed concrete; Engineering; Deformation (meteorology); Geotechnical engineering; Materials science; Composite material","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":[0.0001311383,0.0001436471,0.0001101411,0.0004164151,0.0001766486,0.0001932017,0.0002290308,0.0002804951,0.0008148584],"category_scores_gemma":[0.000461682,0.0001997135,0.0001187534,0.0001427567,0.0004260123,0.0001961479,0.000202438,0.0001672448,0.0001258909],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002471949,"about_ca_system_score_gemma":0.0001441294,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002474112,"about_ca_topic_score_gemma":0.002899538,"domain_scores_codex":[0.9999357,0.000006439696,0.000002672378,0.00001335312,0.00002623782,0.00001565564],"domain_scores_gemma":[0.9997658,0.0000602131,0.00007250893,0.00001467021,0.00004819327,0.00003871844],"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":[0.0009390306,0.0001960422,0.05398006,0.0001036176,0.00004621544,0.0008205307,0.001486674,0.2455127,0.6829503,0.00156069,0.0001851958,0.01221891],"study_design_scores_gemma":[0.00008973545,0.001286547,0.1791462,0.00004592527,0.00005450314,0.0004374105,0.001288904,0.6602981,0.1555404,0.001134116,0.0006143579,0.00006368812],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.998742,0.00002169421,0.0009874536,0.000003625165,4.923667e-7,0.000001731918,0.000009365777,0.00001084175,0.0002228234],"genre_scores_gemma":[0.9996514,0.000009107993,0.0001536382,0.000001070988,2.208076e-7,0.000001343904,0.00001549633,0.000001514456,0.0001661979],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002474112,"threshold_uncertainty_score":0.004919469,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01337368169141438,"score_gpt":0.1886064263797665,"score_spread":0.1752327446883521,"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."}}