{"id":"W4410425913","doi":"10.70803/001c.138281","title":"Development of Self-Reinforced Concrete Block for Improved Shear Wall Ductility","year":2017,"lang":"en","type":"article","venue":"The Masonry Society Journal","topic":"BIM and Construction Integration","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"McMaster University","funders":"","keywords":"Shear wall; Ductility (Earth science); Reinforced concrete; Materials science; Block (permutation group theory); Structural engineering; Shear (geology); Composite material; Engineering; Geometry; Mathematics; Creep","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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004690857,0.00009886189,0.0001295757,0.000007664627,0.0006974665,0.00009992057,0.0002517215,0.00007755801,0.00003162651],"category_scores_gemma":[0.00002068514,0.00007035227,0.0001837119,0.00001853186,0.00007256014,0.0001529196,0.00002245938,0.0002330745,0.000002588185],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00007659408,"about_ca_system_score_gemma":0.00008202115,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000001996906,"about_ca_topic_score_gemma":0.000001371178,"domain_scores_codex":[0.9993882,0.00000943984,0.0002759468,0.00006315018,0.0001011052,0.0001621477],"domain_scores_gemma":[0.9994231,0.0000254861,0.0001568576,0.0002161139,0.0001282911,0.00005019395],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0003267362,0.00002087782,0.001075565,0.0007731459,0.004826314,0.000001228393,0.06494626,0.005034314,0.6417833,0.007728337,0.04708394,0.2264],"study_design_scores_gemma":[0.003405409,0.0001102523,0.006230098,0.0001186653,0.0002297638,0.0002666274,0.0049801,0.6260324,0.1450247,0.0006282586,0.2123094,0.0006642985],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9749342,0.0002009795,0.02021814,0.0008531258,0.00134321,0.0003257387,0.000009084561,0.0001248432,0.001990679],"genre_scores_gemma":[0.9315061,0.0001173251,0.06734744,0.00007289856,0.0003353479,0.000017357,0.000002506516,0.00002136775,0.000579638],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.6209981,"threshold_uncertainty_score":0.5364419,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01407521537334647,"score_gpt":0.2279919645266933,"score_spread":0.2139167491533468,"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."}}