{"id":"W4411115063","doi":"10.2749/tokyo.2025.3141","title":"Cross-Laminated Timber Shear Walls Coupled with Steel Link Beams and Hold-Down Dampers: An Optimization Case Study","year":2025,"lang":"en","type":"article","venue":"Report","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of British Columbia","funders":"","keywords":"Structural engineering; Damper; Shear wall; Shear (geology); Link (geometry); Materials science; Computer science; Engineering; Composite material","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":[0.000641732,0.000979299,0.0006449073,0.0005500357,0.0005178829,0.0007855941,0.0007042865,0.001291664,0.002758643],"category_scores_gemma":[0.001037888,0.0004759069,0.0008063306,0.0005909714,0.0005503385,0.0003862606,0.0004406348,0.0005618171,0.0001822778],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00122025,"about_ca_system_score_gemma":0.0009191761,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.02079771,"about_ca_topic_score_gemma":0.02675587,"domain_scores_codex":[0.9997285,0.0001043414,0.00000735573,0.00003140299,0.00004424369,0.0000841013],"domain_scores_gemma":[0.9993234,0.0004565406,0.00006797669,0.00002616425,0.00006890337,0.00005704375],"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":[0.00008182214,0.000134604,0.001539243,0.00006559506,0.00002871143,0.0004337424,0.00002004029,0.991282,0.00167463,0.0009853542,0.0002664326,0.003487783],"study_design_scores_gemma":[0.0000372778,0.0002243327,0.0016049,0.000007508132,0.00003149228,0.00006716713,0.0001485762,0.9954504,0.001623662,0.0003649156,0.0004293279,0.00001042661],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9545286,0.0001795273,0.03301602,0.0001794672,0.00001636286,0.0001194862,0.0002963418,0.00005620128,0.01160806],"genre_scores_gemma":[0.9804726,0.0001097079,0.01648741,0.00001829745,0.000005131114,0.0000621774,0.0001042506,0.0000168546,0.002723571],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.02079771,"threshold_uncertainty_score":0.04135329,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.007731839037686092,"score_gpt":0.2619311014629752,"score_spread":0.2541992624252891,"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."}}