{"id":"W4405329879","doi":"10.1007/978-3-031-61535-1_31","title":"Numerical Investigation of the Effect of the Seismic Design Provisions on the Response of Flexural-Dominated Partially Grouted Reinforced Masonry Shear Walls","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":false,"ca_institutions":"Concordia University","funders":"","keywords":"Masonry; Structural engineering; Geology; Geotechnical engineering; Flexural strength; Shear (geology); Shear wall; Unreinforced masonry building; Reinforced concrete; Seismic analysis; Engineering; Petrology","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":[0.0002876672,0.0003202577,0.0004696214,0.0003394123,0.0003717526,0.000499586,0.0005745709,0.001060387,0.00358163],"category_scores_gemma":[0.001691988,0.0003223759,0.0003440783,0.0003541578,0.000771273,0.0002938406,0.0003803814,0.0004684068,0.000279253],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003579033,"about_ca_system_score_gemma":0.0003070655,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.003504503,"about_ca_topic_score_gemma":0.003142141,"domain_scores_codex":[0.9998668,0.00003921876,0.00000471688,0.00001553869,0.00003267653,0.00004100256],"domain_scores_gemma":[0.9989078,0.0007893766,0.00008466671,0.00005116221,0.00009888417,0.00006817827],"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":[0.000411466,0.0001657315,0.002491162,0.00006796591,0.00002192217,0.0002675214,0.00009480691,0.9491422,0.04101038,0.001106224,0.0004334349,0.004787177],"study_design_scores_gemma":[0.00003038257,0.0001921871,0.003822782,0.00001040694,0.00001502661,0.00004424948,0.0001275065,0.9895837,0.005745367,0.0002121878,0.0002030346,0.00001320832],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9849695,0.00008445877,0.005142944,0.00008281626,0.00002394585,0.000009727642,0.0000941964,0.00007419455,0.009518232],"genre_scores_gemma":[0.9978727,0.00002783703,0.0007213556,0.00001318454,0.00000350282,0.000004389784,0.00003426724,0.00001009618,0.001312663],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00358163,"threshold_uncertainty_score":0.01198179,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.007418842144990837,"score_gpt":0.189621110831926,"score_spread":0.1822022686869352,"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."}}