{"id":"W7104177260","doi":"10.1061/jsendh.steng-15180","title":"Determination of Canadian Seismic Force Modification Factors for Post-Tensioned Cross-Laminated Timber Rocking Walls","year":2025,"lang":"en","type":"article","venue":"Journal of Structural Engineering","topic":"Wood Treatment and Properties","field":"Engineering","cited_by":2,"is_retracted":false,"has_abstract":true,"ca_institutions":"FPInnovations; University of Northern British Columbia; McGill University","funders":"","keywords":"Earthquake shaking table; Dissipation; Seismic analysis; Archetype; Nonlinear system; Earthquake engineering; Margin (machine learning); Seismic loading","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":[0.0004462647,0.0004571514,0.0002302041,0.0009062004,0.0003896793,0.0004587244,0.0004536218,0.00024029,0.0006706662],"category_scores_gemma":[0.0008358872,0.0002182758,0.0004364613,0.0007235059,0.0002991132,0.0002387968,0.0003322924,0.0002166901,0.0001430649],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.001768032,"about_ca_system_score_gemma":0.001410131,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.1221143,"about_ca_topic_score_gemma":0.2505162,"domain_scores_codex":[0.9996516,0.00002220436,0.00001160302,0.0000562364,0.000210307,0.00004811929],"domain_scores_gemma":[0.9995962,0.00007284904,0.00005936343,0.00004570478,0.0001972033,0.00002875711],"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":[0.0004624141,0.0002765059,0.152616,0.0002938691,0.00005646432,0.0006835152,0.0003644663,0.4375263,0.2792011,0.002840236,0.0009919431,0.1246872],"study_design_scores_gemma":[0.00003138873,0.0005636708,0.3558515,0.00002810682,0.00008619615,0.0001961314,0.0005277924,0.4842901,0.1545324,0.0002152477,0.003592217,0.00008513476],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9901032,0.00004369533,0.007591405,0.000005627066,0.000002058663,0.00001966378,0.0002097358,0.00004652581,0.001978026],"genre_scores_gemma":[0.9924177,0.00005131848,0.006640868,0.000002193184,4.717866e-7,0.0000139758,0.0003662385,0.00001230539,0.0004949617],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.8778857,"threshold_uncertainty_score":0.242807,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01187866298934268,"score_gpt":0.2298813598781814,"score_spread":0.2180026968888387,"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."}}