{"id":"W4296618679","doi":"10.1016/j.engstruct.2022.114941","title":"In-plane behavior and seismic performance of differently detailed, multi-story, perforated, partially grouted masonry walls","year":2022,"lang":"en","type":"article","venue":"Engineering Structures","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Masonry; Structural engineering; Masonry veneer; Shear wall; Grout; Stiffness; Geotechnical engineering; Ductility (Earth science); Pier; Brittleness; Unreinforced masonry building; Reinforcement; Seismic loading; Compression (physics); Embedment; Engineering; Geology; Materials science; Composite material; 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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001750473,0.0003348961,0.0002442962,0.0003462213,0.0001923685,0.0003462203,0.0002453683,0.0003858574,0.001628153],"category_scores_gemma":[0.0007074751,0.0002853623,0.0001710607,0.0003195867,0.0004444056,0.000266591,0.0002523577,0.0002422366,0.0002533027],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001379119,"about_ca_system_score_gemma":0.0001006072,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0009763351,"about_ca_topic_score_gemma":0.001102462,"domain_scores_codex":[0.9998887,0.00002276424,0.000004313946,0.0000185825,0.00003361116,0.00003210526],"domain_scores_gemma":[0.999545,0.000201131,0.00007278101,0.00003959556,0.00008120757,0.00006009003],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"simulation_or_modeling","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.001591164,0.0003809562,0.03689717,0.00009635642,0.000100531,0.001169636,0.0007529563,0.4992837,0.4446037,0.001864162,0.0004654596,0.01279416],"study_design_scores_gemma":[0.00006404304,0.001198092,0.1675624,0.00003180511,0.00008833582,0.0007031374,0.0009431005,0.7309079,0.09729267,0.000645485,0.0005134108,0.0000496395],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9978588,0.000007661182,0.001313403,0.000005088664,0.000001152646,0.00000116015,0.0000356825,0.0000132761,0.000763687],"genre_scores_gemma":[0.9992585,0.000009531547,0.0002174899,0.000002110366,8.378155e-7,0.000001166652,0.00007353565,0.000006148322,0.0004307781],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001628153,"threshold_uncertainty_score":0.005446732,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.006370067294888622,"score_gpt":0.1900327409662246,"score_spread":0.183662673671336,"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."}}