{"id":"W2792859138","doi":"10.1002/eqe.3025","title":"Experimental testing and numerical modelling of a heavy timber moment‐resisting frame with ductile steel links","year":2018,"lang":"en","type":"article","venue":"Earthquake Engineering & Structural Dynamics","topic":"Structural Behavior of Reinforced Concrete","field":"Engineering","cited_by":49,"is_retracted":false,"has_abstract":true,"ca_institutions":"Carleton University","funders":"National Research Council Canada; Natural Sciences and Engineering Research Council of Canada; FPInnovations","keywords":"OpenSees; Structural engineering; Engineering; Dissipation; Ductility (Earth science); Connection (principal bundle); Moment (physics); Brittleness; Frame (networking); Seismic analysis; Steel frame; Finite element method; Mechanical engineering","routes":{"ca_aff":true,"ca_fund":true,"ca_venue":false,"about_ca":false,"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":[0.000510589,0.0004319423,0.0002619909,0.0003456258,0.0002097325,0.0002198037,0.0007874442,0.0004494753,0.00208984],"category_scores_gemma":[0.0005116214,0.0001992065,0.0002444877,0.0002007914,0.0004729985,0.0002169158,0.0003151291,0.0002756723,0.000235289],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003096921,"about_ca_system_score_gemma":0.0001764072,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001470905,"about_ca_topic_score_gemma":0.002496633,"domain_scores_codex":[0.999681,0.00004635944,0.00001603431,0.00004643692,0.0001618458,0.00004835122],"domain_scores_gemma":[0.9996347,0.000108919,0.00006643967,0.00007616431,0.0000825574,0.00003109389],"domain_codex":null,"domain_gemma":null,"domain_candidate":null,"domain_consensus":null,"study_design_codex":"bench_or_experimental","study_design_gemma":"simulation_or_modeling","study_design_scores_codex":[0.0005551633,0.0003064399,0.00891012,0.0001831989,0.00002713285,0.0005502594,0.0003400608,0.3708916,0.5978621,0.000868085,0.000230094,0.01927568],"study_design_scores_gemma":[0.00009941513,0.004540882,0.02845007,0.0000230913,0.00004486755,0.0001771551,0.0002286635,0.6580529,0.3058836,0.0002028465,0.00225231,0.00004418766],"study_design_candidate":"simulation_or_modeling","study_design_consensus":null,"genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9938309,0.00001711867,0.004861528,0.000005778822,0.000004923637,0.00001817015,0.00007077563,0.0000676112,0.001123179],"genre_scores_gemma":[0.9959984,0.00001332957,0.00335506,0.000001609325,9.11335e-7,0.0000131739,0.00005237621,0.000007159576,0.0005580832],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00208984,"threshold_uncertainty_score":0.006991148,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01200532229844462,"score_gpt":0.2059150761543861,"score_spread":0.1939097538559415,"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."}}