{"id":"W4392451365","doi":"10.14359/51740248","title":"Shear Strength of Reinforced Concrete Columns with External Post-Tensioned Clamps","year":2024,"lang":"en","type":"article","venue":"ACI Structural Journal","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"National Taiwan University; QuakeCoRE; University of Canterbury","keywords":"Structural engineering; Materials science; Shear (geology); Shear strength (soil); Reinforced concrete; Geotechnical engineering; Prestressed concrete; Composite material; Shear wall; Engineering; Geology","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true,"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":[0.0008482998,0.0007889092,0.0003815284,0.001008907,0.0003939205,0.0005465637,0.0007595309,0.0006018835,0.007571127],"category_scores_gemma":[0.001608123,0.0005072337,0.000578149,0.000501591,0.000397515,0.0004797495,0.000585061,0.0007697106,0.001740432],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004723485,"about_ca_system_score_gemma":0.0005546433,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003503908,"about_ca_topic_score_gemma":0.006526746,"domain_scores_codex":[0.9992272,0.00006288238,0.00006028268,0.0001267056,0.0003596155,0.0001633752],"domain_scores_gemma":[0.9976875,0.0004541962,0.0003981864,0.0002762126,0.0007866641,0.0003972935],"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":[0.004984783,0.00097721,0.06716464,0.0004954038,0.0004186853,0.0006336441,0.0005583113,0.174262,0.6582548,0.001446032,0.002794367,0.08801007],"study_design_scores_gemma":[0.0001423677,0.00568027,0.1890943,0.0002291203,0.0004541803,0.0003479307,0.001004879,0.08947267,0.7070888,0.000562456,0.00577107,0.0001519723],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9925552,0.000309212,0.001964916,0.00002424671,0.00006725371,0.00001825048,0.0004574199,0.00008862434,0.004515085],"genre_scores_gemma":[0.9970576,0.00006671302,0.0003661744,0.000008862022,0.000004761664,0.000005642474,0.0002751113,0.00001335243,0.002201815],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.007571127,"threshold_uncertainty_score":0.02532798,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.006913474519480188,"score_gpt":0.2220366036539322,"score_spread":0.215123129134452,"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."}}