{"id":"W2763344234","doi":"","title":"Stiffness and strength of shear diaphragms used for stability bracing of slender beams","year":2014,"lang":"en","type":"article","venue":"IYTE GCRIS Database (Izmir Institute of Technology)","topic":"Structural Engineering and Vibration Analysis","field":"Engineering","cited_by":0,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Bracing; Structural engineering; Stiffness; Shear (geology); Shear strength (soil); Geotechnical engineering; Brace; Geology; Materials science; Engineering; Composite material","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007849588,0.0002716828,0.0002625766,0.0009846607,0.000453324,0.0003605429,0.0004904309,0.0005361537,0.003869935],"category_scores_gemma":[0.002135702,0.0003575341,0.0003247391,0.0004265235,0.0003030739,0.0004974159,0.0003798462,0.0002844729,0.0006411108],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0003041771,"about_ca_system_score_gemma":0.0002658516,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0009237745,"about_ca_topic_score_gemma":0.002739608,"domain_scores_codex":[0.9995896,0.00005183656,0.00003122151,0.00007928078,0.0001995831,0.00004849263],"domain_scores_gemma":[0.9980216,0.0007776695,0.0002993595,0.0001532503,0.0006151045,0.0001331004],"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":[0.001805876,0.0001885379,0.0331072,0.0003090732,0.00008488368,0.0002620048,0.0003312,0.007865778,0.9258467,0.0003262236,0.0007680791,0.02910445],"study_design_scores_gemma":[0.00006791201,0.001943867,0.2518436,0.00009943607,0.0001775009,0.0004895633,0.0008081316,0.03791638,0.7038081,0.0003264652,0.00242952,0.0000895427],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9971696,0.0002519512,0.00130574,0.00003059749,0.00001911137,0.00001027336,0.0003584331,0.00002517491,0.0008291217],"genre_scores_gemma":[0.9984977,0.00005010625,0.0005136583,0.000007936984,0.000001955905,0.000005141538,0.0001734064,0.000007228554,0.0007429016],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.003869935,"threshold_uncertainty_score":0.01294619,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01317752690972457,"score_gpt":0.2341042660769883,"score_spread":0.2209267391672638,"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."}}