{"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":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0001081161,0.0004001404,0.0004588262,0.0002556313,0.0001450594,0.0002767352,0.0003938851,0.0001666847,0.0006629443],"category_scores_gemma":[0.00003374411,0.0002947647,0.0002239979,0.0003188655,0.0001675897,0.0007394585,0.00005398308,0.0009386694,0.00002063409],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001472276,"about_ca_system_score_gemma":0.0001230478,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00003851411,"about_ca_topic_score_gemma":0.00000161339,"domain_scores_codex":[0.9978855,0.00003019607,0.0006525988,0.0002346121,0.0006447489,0.0005524033],"domain_scores_gemma":[0.9989024,0.00009580395,0.0001215774,0.00030259,0.0002762022,0.0003014024],"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":[0.0003045683,6.357741e-8,0.0003742345,0.000214721,0.0004490472,0.0007483941,0.001022569,0.01116064,0.9545997,0.001957123,0.0005187374,0.02865021],"study_design_scores_gemma":[0.004748771,0.002138068,0.02109162,0.002334176,0.0008259215,0.03054812,0.001379987,0.1891956,0.7422269,0.0005270095,0.002357381,0.00262648],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9961383,0.0008150905,0.0006549167,0.0000604462,0.00133857,0.0001909665,0.00005009853,0.0003304903,0.0004211439],"genre_scores_gemma":[0.9920781,0.00009172361,0.00702973,0.00004424759,0.0003519467,0.000003487153,0.00001879291,0.00007941665,0.0003026187],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2123728,"threshold_uncertainty_score":0.9999505,"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."}}