{"id":"W4414779662","doi":"10.1007/978-3-031-96763-4_23","title":"Development of a Hybrid Hold-Down Joint for Cross-Laminated Timber Balloon-Type Shear Walls Equipped with Self-Centering Seismic Dampers","year":2025,"lang":"en","type":"book-chapter","venue":"Lecture notes in civil engineering","topic":"Tree Root and Stability Studies","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":false,"ca_institutions":"FPInnovations; University of British Columbia","funders":"","keywords":"Shear wall; Joint (building); Dissipation; Stiffness; Cross laminated timber; Shear strength (soil); Cantilever; Shear (geology); Damper","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":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.0002123948,0.0008429726,0.001055411,0.000476946,0.00007897011,0.00005007518,0.0002715789,0.0003050528,0.00004092524],"category_scores_gemma":[0.0001091833,0.0008240845,0.0001889617,0.0001632833,0.00004807485,0.00008642414,0.0001536362,0.0006738781,0.000004076664],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0005942529,"about_ca_system_score_gemma":0.0001228912,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000006370986,"about_ca_topic_score_gemma":0.0008898471,"domain_scores_codex":[0.9976271,0.000005568386,0.0008262682,0.0005715597,0.0003062321,0.0006632255],"domain_scores_gemma":[0.9989673,0.0002440582,0.00009905176,0.0004460185,0.0001574418,0.00008609076],"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":[0.00007803505,0.00003415743,0.000214548,0.004933889,0.0009775645,0.00003600501,0.001426971,0.9857311,0.002204106,0.0001229921,0.000053382,0.004187305],"study_design_scores_gemma":[0.004845048,0.0004206637,0.002200616,0.0115463,0.0005677323,0.00006434987,0.00002592658,0.8080022,0.0393879,0.0004359077,0.1277765,0.004726917],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.07185527,0.006739433,0.8967153,0.00008620145,0.002316249,0.002965543,0.0002416941,0.002146961,0.01693334],"genre_scores_gemma":[0.960575,0.0001452724,0.03766469,0.00001781138,0.0001178638,0.0001034906,0.000124874,0.0002842413,0.0009666873],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.8887198,"threshold_uncertainty_score":0.999421,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01132515738273206,"score_gpt":0.2132104172272111,"score_spread":0.201885259844479,"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."}}