{"id":"W4249678008","doi":"10.24124/2021/59191","title":"High-capacity hyperelastic hold-down for cross-laminated timber shear walls","year":2021,"lang":"en","type":"dissertation","venue":"","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Northern British Columbia","funders":"","keywords":"Cross laminated timber; Stiffness; Natural rubber; Structural engineering; Hyperelastic material; Materials science; Shear (geology); Dissipative system; Composite material; Failure mode and effects analysis; Engineering; Finite element method; Physics","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":false,"about_ca":true,"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":[0.0004625458,0.0004456046,0.000228169,0.0004411884,0.0002801923,0.0003762848,0.0006718413,0.0003105845,0.001993598],"category_scores_gemma":[0.0005822259,0.0002453695,0.0002876263,0.0001692459,0.0002532092,0.0004865869,0.0004625756,0.0002723833,0.0004767694],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001907459,"about_ca_system_score_gemma":0.0002526866,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0004853963,"about_ca_topic_score_gemma":0.001893603,"domain_scores_codex":[0.9997911,0.00002648369,0.0000163596,0.00002794195,0.00008365596,0.00005453449],"domain_scores_gemma":[0.9996093,0.00007012708,0.0001026136,0.00005992518,0.0001027315,0.00005534018],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"bench_or_experimental","study_design_scores_codex":[0.0003753745,0.0001494507,0.004090744,0.0002958557,0.00001997831,0.001018491,0.0002384447,0.03869953,0.9143516,0.00155867,0.0005139194,0.03868786],"study_design_scores_gemma":[0.00008152031,0.002856749,0.02526459,0.00007102446,0.00005914992,0.000731607,0.0002861342,0.09088536,0.8701819,0.0006107936,0.008884415,0.00008680383],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9282551,0.0002163525,0.0677641,0.00004480382,0.00004503583,0.00006568805,0.0001025382,0.0003273137,0.003179011],"genre_scores_gemma":[0.9868913,0.00006885407,0.01119014,0.000008314764,0.000004319933,0.00002541759,0.00006924627,0.00002478578,0.001717555],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001993598,"threshold_uncertainty_score":0.006669223,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01604315583810998,"score_gpt":0.2291314100218129,"score_spread":0.2130882541837029,"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."}}