{"id":"W4403828947","doi":"10.1061/jmcee7.mteng-18786","title":"Experimental Investigation of the Shear Resistance of CLT Panels with Unreinforced and Reinforced End Notches","year":2024,"lang":"en","type":"article","venue":"Journal of Materials in Civil Engineering","topic":"Structural Load-Bearing Analysis","field":"Engineering","cited_by":1,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Northern British Columbia; University of Victoria","funders":"","keywords":"Structural engineering; Shear (geology); Unreinforced masonry building; Materials science; Geotechnical engineering; Engineering; Composite material","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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0007314682,0.0006770836,0.0004079249,0.0005552383,0.0004156877,0.0001652946,0.0005600012,0.0005401171,0.002962626],"category_scores_gemma":[0.001182023,0.0003274897,0.0003375539,0.0002455899,0.0005131699,0.000321118,0.0004245791,0.0004631779,0.0004745674],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001733245,"about_ca_system_score_gemma":0.0001487619,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005662183,"about_ca_topic_score_gemma":0.001835281,"domain_scores_codex":[0.9993316,0.00006977788,0.00006389697,0.0001476251,0.0002974415,0.00008970567],"domain_scores_gemma":[0.9984989,0.0003928539,0.0002108756,0.0003248058,0.0004413039,0.0001312109],"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":[0.00033684,0.0001562638,0.003893815,0.00007583462,0.00001663337,0.0001788095,0.0002619027,0.002404828,0.9883054,0.00003604431,0.00004462137,0.004289009],"study_design_scores_gemma":[0.00003374626,0.005630163,0.03592426,0.00002229922,0.0000402369,0.0003623973,0.0003688919,0.008808719,0.9480275,0.00005605232,0.0006998923,0.00002583257],"study_design_candidate":"bench_or_experimental","study_design_consensus":"bench_or_experimental","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9980245,0.00004965571,0.001397456,0.000004208388,0.000007935387,0.00002392998,0.00007163992,0.0000226131,0.0003980874],"genre_scores_gemma":[0.9969801,0.00004654427,0.001970745,0.000009611385,0.000004762539,0.00002593159,0.0001101488,0.00001844486,0.0008336584],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.002962626,"threshold_uncertainty_score":0.009910941,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.007563387991391956,"score_gpt":0.1943952007036088,"score_spread":0.1868318127122169,"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."}}