{"id":"W4383617220","doi":"10.1016/j.istruc.2023.07.007","title":"Simplified frame models to simulate the in-plane load–displacement response of multi-story, perforated, partially grouted masonry walls","year":2023,"lang":"en","type":"article","venue":"Structures","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":8,"is_retracted":false,"has_abstract":false,"ca_institutions":"University of Calgary","funders":"","keywords":"Structural engineering; Stiffness; Masonry; Displacement (psychology); Shear wall; Frame (networking); Structural load; Geology; Compression (physics); Linear elasticity; Geotechnical engineering; Engineering; Finite element method; Materials science","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":[0.0002012115,0.0006770261,0.0007774767,0.000650547,0.0003066521,0.0006050314,0.001588683,0.00140741,0.006080853],"category_scores_gemma":[0.001084001,0.0005617435,0.0006437926,0.0007607257,0.0004479026,0.0004364492,0.0003792327,0.0005060158,0.0008507972],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005721372,"about_ca_system_score_gemma":0.0006354903,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.007783256,"about_ca_topic_score_gemma":0.01144243,"domain_scores_codex":[0.99981,0.00004992377,0.000009514242,0.00002205101,0.00007337381,0.00003510593],"domain_scores_gemma":[0.9996558,0.0001386093,0.00004941646,0.00004815632,0.00008737231,0.00002064433],"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":[0.00001558854,0.00002528254,0.0002626999,0.00001996808,0.000008669681,0.00007456209,0.00003110238,0.9925087,0.003030167,0.001731019,0.0002141585,0.002078093],"study_design_scores_gemma":[0.00001007082,0.00002117438,0.0004731245,0.000005256079,0.00000747745,0.00002633956,0.00001700034,0.9978954,0.0007652664,0.0002239125,0.0005495646,0.000005304289],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.4897397,0.0003549774,0.4730556,0.0001696205,0.0001561143,0.0001704784,0.001905415,0.0008789788,0.03356918],"genre_scores_gemma":[0.9592208,0.0002926073,0.03026066,0.0000384845,0.00002328964,0.0001751522,0.0008936857,0.000163826,0.008931469],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.007783256,"threshold_uncertainty_score":0.02034253,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.02326154186584219,"score_gpt":0.252690583680509,"score_spread":0.2294290418146668,"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."}}