{"id":"W3108214380","doi":"10.1139/cjce-2020-0260","title":"The effect of the amount, distribution, and end anchorage conditions of bond beam reinforcement on the behaviour of concrete masonry shear walls","year":2020,"lang":"en","type":"article","venue":"Canadian Journal of Civil Engineering","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Calgary","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Reinforcement; Structural engineering; Materials science; Masonry; Shear wall; Stiffness; Ductility (Earth science); Shear (geology); Geotechnical engineering; Composite material; Shear stress; Geology; Engineering","routes":{"ca_aff":true,"ca_fund":true,"ca_venue":true,"about_ca":true,"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":[0.000543751,0.0003776154,0.0003030814,0.0002542323,0.0001783082,0.0003203954,0.0002824294,0.0003157414,0.001768485],"category_scores_gemma":[0.001549049,0.000337721,0.000202066,0.000151086,0.000399908,0.0003025999,0.000288286,0.000338594,0.0002775677],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001587635,"about_ca_system_score_gemma":0.0001729745,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0009355899,"about_ca_topic_score_gemma":0.00321474,"domain_scores_codex":[0.9995492,0.0001188662,0.0000511874,0.0000775113,0.0001196176,0.00008348924],"domain_scores_gemma":[0.998327,0.0007168381,0.0003417299,0.0001510548,0.0002834697,0.0001799507],"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":[0.0006118772,0.00003904092,0.003436334,0.00006685803,0.0000162174,0.0001043918,0.0000713878,0.001478127,0.9915037,0.00002695277,0.00002056737,0.002624617],"study_design_scores_gemma":[0.00002003029,0.002880653,0.03786298,0.00002282771,0.00007258273,0.0001474025,0.0001845556,0.00192866,0.9562227,0.0000286295,0.000610795,0.0000181727],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9992029,0.0001063499,0.0003415769,0.000005490272,0.000003727264,0.000003883929,0.00002821336,0.000009107041,0.0002987253],"genre_scores_gemma":[0.9988459,0.0000600006,0.0006499877,0.000007541786,0.000002000932,0.000003229545,0.00004125972,0.00001050225,0.0003795317],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001768485,"threshold_uncertainty_score":0.005916238,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.004112913135588122,"score_gpt":0.1704109607842848,"score_spread":0.1662980476486967,"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."}}