{"id":"W4211193891","doi":"10.3390/buildings12020202","title":"Contemporary and Novel Hold-Down Solutions for Mass Timber Shear Walls","year":2022,"lang":"en","type":"article","venue":"Buildings","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":33,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of British Columbia; University of Northern British Columbia","funders":"","keywords":"Structural engineering; Cross laminated timber; Shear wall; Stiffness; Shear (geology); Compatibility (geochemistry); Deflection (physics); Engineering; Materials science; Geotechnical engineering; Composite material","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":[],"consensus_categories":[],"category_scores_codex":[0.00009020345,0.00008995356,0.00009709662,0.00004220212,0.0002196324,0.00002856088,0.00005946425,0.00002238014,0.0000639935],"category_scores_gemma":[0.000004924746,0.00008636105,0.00003848572,0.00005605451,0.00002173265,0.0001151121,0.00005022076,0.00006807061,0.000006000845],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00003935955,"about_ca_system_score_gemma":0.00001056711,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000031422,"about_ca_topic_score_gemma":8.675261e-7,"domain_scores_codex":[0.999544,0.000004293293,0.00009151212,0.0001097353,0.00006864393,0.000181826],"domain_scores_gemma":[0.999835,0.00002491126,0.00001158438,0.0000819252,0.00001012727,0.00003652119],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"not_applicable","study_design_gemma":"not_applicable","study_design_scores_codex":[0.0001686071,0.0002392475,0.004568917,0.0003319538,0.0006822467,0.00001952535,0.002888588,0.03351077,0.275589,0.02449246,0.6538115,0.003697238],"study_design_scores_gemma":[0.002384892,0.0002964805,0.001114629,0.00002434736,0.00006921024,0.00003156056,0.0003897124,0.03877211,0.006255306,0.002104538,0.948013,0.0005442049],"study_design_candidate":"not_applicable","study_design_consensus":"not_applicable","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9224201,0.01064638,0.026634,0.003688983,0.001372576,0.001443771,0.0004863388,0.001125378,0.03218242],"genre_scores_gemma":[0.9938593,0.0000134351,0.003782281,0.00009081092,0.00004925406,0.0001731286,0.00002540073,0.00002763529,0.001978791],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.2942016,"threshold_uncertainty_score":0.3521702,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.03762444951698941,"score_gpt":0.2121211438038301,"score_spread":0.1744966942868407,"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."}}