{"id":"W4391546830","doi":"10.1007/978-3-031-34027-7_12","title":"Stress–Strain Behaviour of Boundary Elements in Reinforced Block Masonry Shear Walls Under Uniaxial Compression","year":2024,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Masonry and Concrete Structural Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"ca_institutions":"University of British Columbia, Okanagan Campus; University of British Columbia","funders":"","keywords":"Masonry; Materials science; Shear (geology); Structural engineering; Shear stress; Stress–strain curve; Composite material; Geotechnical engineering; Geology; Engineering; Deformation (meteorology)","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":[0.0002143058,0.0002852072,0.0003968657,0.0004010222,0.0003890733,0.0006299018,0.0004497688,0.0005837161,0.002528948],"category_scores_gemma":[0.000968261,0.0003592507,0.0001551055,0.0003562507,0.0009211593,0.0004257244,0.000375852,0.0003667797,0.0004046483],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002621471,"about_ca_system_score_gemma":0.0002308897,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002311297,"about_ca_topic_score_gemma":0.002252388,"domain_scores_codex":[0.9998704,0.00002707951,0.000006186393,0.00001707737,0.00005470858,0.00002448194],"domain_scores_gemma":[0.9995843,0.0002337898,0.00005657283,0.00003582436,0.00005134511,0.00003814389],"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":[0.001064306,0.0003403212,0.005181399,0.00011151,0.00003108747,0.0006416456,0.001123055,0.5442801,0.4000428,0.01771856,0.0007852037,0.02868],"study_design_scores_gemma":[0.00002363787,0.0002429653,0.01226296,0.00003139349,0.00001163912,0.0001101464,0.0002852241,0.9148293,0.067779,0.003604191,0.0007935286,0.00002611099],"study_design_candidate":"bench_or_experimental","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9872659,0.0001444431,0.004877042,0.00004560125,0.000009035745,0.000006639193,0.00003949336,0.00005437266,0.007557439],"genre_scores_gemma":[0.9940886,0.0000760026,0.001319867,0.000007540844,0.000004304518,0.000007896724,0.00008615089,0.00003011144,0.004379424],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002528948,"threshold_uncertainty_score":0.008460104,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.007234376733608439,"score_gpt":0.2052426778535024,"score_spread":0.1980083011198939,"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."}}