{"id":"W1971171856","doi":"10.1002/tal.532","title":"Modelling criteria for r/c elements constructed with ultra‐high‐strength concrete and subjected to cyclic loading","year":2009,"lang":"en","type":"article","venue":"The Structural Design of Tall and Special Buildings","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":5,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Structural engineering; Ductility (Earth science); Hinge; Flexural strength; Stiffness; Reinforcement; Macro; Shear strength (soil); Plastic hinge; Geotechnical engineering; Size effect on structural strength; Materials science; Engineering; Geology; Composite material; Computer science; Creep","routes":{"ca_aff":true,"ca_fund":true,"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":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001031879,0.0003481062,0.0004260505,0.0001130279,0.0001856083,0.0001127862,0.0002279944,0.00009424365,0.00003823784],"category_scores_gemma":[0.00002629269,0.0002483595,0.00004462613,0.0001832125,0.0001374039,0.0002171766,0.00002285529,0.0001594901,4.414034e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003883033,"about_ca_system_score_gemma":0.00001347602,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00003899935,"about_ca_topic_score_gemma":7.024965e-7,"domain_scores_codex":[0.9986603,0.00002350726,0.0003905843,0.0002893472,0.0002077818,0.0004284904],"domain_scores_gemma":[0.9993405,0.0001334538,0.0001034004,0.0001781851,0.0000891518,0.0001553573],"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":[0.0006444321,1.691509e-7,0.00006036365,0.00005439343,0.0001011338,0.000004853589,0.0008942763,0.01280944,0.9703883,0.004153448,0.0001376254,0.01075154],"study_design_scores_gemma":[0.005002282,0.001878793,0.00368432,0.0003157582,0.0004526371,0.0003407618,0.0005177176,0.1861182,0.7910479,0.0086531,0.0002483307,0.001740124],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.982105,0.00007774986,0.01648419,0.00005277263,0.0001884969,0.0007988951,0.00006025512,0.0001229225,0.0001097337],"genre_scores_gemma":[0.957775,0.00003934851,0.04177611,0.00004600058,0.0002937073,0.00001056464,0.00001569331,0.00003080737,0.00001277442],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.1793404,"threshold_uncertainty_score":0.9999968,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01406456592529792,"score_gpt":0.232178127759105,"score_spread":0.2181135618338071,"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."}}