{"id":"W7092503654","doi":"10.5281/zenodo.17390081","title":"Numerical Evaluation of Seismic Behavior of CFRP-Strengthened Reinforced Concrete Shear Walls under Near-Fault Ground Motions","year":2025,"lang":"en","type":"preprint","venue":"Zenodo (CERN European Organization for Nuclear Research)","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"ASTER","funders":"","keywords":"Shear wall; Reinforced concrete; Retrofitting; Finite element method; Carbon fiber reinforced polymer; Shear (geology); Shear strength (soil); STRIPS","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":[0.0002530239,0.0003591426,0.000326167,0.0004182376,0.0002400793,0.0002524497,0.0003111268,0.0006415644,0.001024827],"category_scores_gemma":[0.0007761684,0.0001674989,0.000274105,0.0002819588,0.0005561342,0.0002589258,0.0002764556,0.0002023689,0.0001478099],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002595286,"about_ca_system_score_gemma":0.0002228961,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002403396,"about_ca_topic_score_gemma":0.002560908,"domain_scores_codex":[0.9998846,0.00002559764,0.000006511751,0.00001669996,0.00003877289,0.00002782095],"domain_scores_gemma":[0.9997262,0.0001186997,0.00005734875,0.00002899148,0.00004180287,0.0000269408],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.000156568,0.00007425412,0.00549848,0.00005796521,0.00002043806,0.0002929526,0.000106123,0.934366,0.05358804,0.0004805501,0.0001093012,0.005249324],"study_design_scores_gemma":[0.00001349011,0.0001886736,0.004294252,0.000009402234,0.00001156844,0.00005122851,0.00008300534,0.9832025,0.0118361,0.0001309763,0.000168733,0.0000100473],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9955224,0.00003941452,0.002810799,0.00002181184,0.000004346491,0.000006957886,0.00006237595,0.00004034967,0.001491548],"genre_scores_gemma":[0.9983481,0.00002248442,0.001245141,0.000003118354,0.000001015214,0.00000396496,0.00003238933,0.000004931236,0.0003388862],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002403396,"threshold_uncertainty_score":0.004778802,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.04273464117366616,"score_gpt":0.2776589474384308,"score_spread":0.2349243062647646,"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."}}