{"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":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0000848298,0.0002636156,0.0003414344,0.0002081543,0.00009200302,0.00001893063,0.0002050202,0.00006603398,0.0003430815],"category_scores_gemma":[0.00000993577,0.0002602015,0.00006161426,0.0002600511,0.00002722956,0.0001293261,0.00008008609,0.0004689257,0.000001048468],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00006861449,"about_ca_system_score_gemma":0.00001021787,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00002641937,"about_ca_topic_score_gemma":0.000006708015,"domain_scores_codex":[0.9989558,0.00003115694,0.0002850152,0.0002227332,0.0002013179,0.00030392],"domain_scores_gemma":[0.9996331,0.00003265221,0.00004576373,0.0001978116,0.00001621993,0.00007448414],"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":[0.00002653266,0.000005670244,0.01410585,0.0001796537,0.00007399885,0.00002666844,0.0004089812,0.9607356,0.0229635,0.00008442027,0.00003361542,0.001355575],"study_design_scores_gemma":[0.0005988111,0.00007335915,0.2495784,0.00001463065,0.00007332557,0.00005943151,0.00008261934,0.7423168,0.006308569,0.000004912401,0.0005189153,0.0003702307],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9984656,0.0004870687,0.0002886963,0.00001506153,0.0003936821,0.0001515478,0.00005416541,0.0001320457,0.00001211509],"genre_scores_gemma":[0.9987739,0.00004898861,0.0009025824,0.0000177906,0.00004731217,0.00005906288,0.00004212105,0.00003778546,0.00007050896],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2354725,"threshold_uncertainty_score":0.999985,"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."}}