{"id":"W2911876474","doi":"10.22215/etd/2007-06626","title":"Punching shear strength of interior and edge column-slab connections in CFRP reinforced flat plate structures transferring shear and moment","year":2007,"lang":"en","type":"dissertation","venue":"","topic":"Structural Analysis and Optimization","field":"Engineering","cited_by":28,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Natural Sciences and Engineering Research Council of Canada","keywords":"Slab; Structural engineering; Steel plate shear wall; Shear (geology); Punching; Enhanced Data Rates for GSM Evolution; Moment (physics); Shear force; Column (typography); Engineering; Geology; Shear wall; Materials science; Physics; Composite material; Mechanical engineering; Telecommunications; Classical mechanics; Connection (principal bundle)","routes":{"ca_aff":false,"ca_fund":true,"ca_venue":false,"about_ca":false,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00009010263,0.0002643627,0.0004389487,0.0004290179,0.00007409272,0.00006487495,0.00006019277,0.0002271305,0.0001607305],"category_scores_gemma":[0.00001230576,0.0002457562,0.00006409219,0.0002287508,0.0000248056,0.000154824,0.00001047449,0.0002637992,3.220102e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00006384294,"about_ca_system_score_gemma":0.00001151479,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0004075372,"about_ca_topic_score_gemma":0.001656928,"domain_scores_codex":[0.9988877,0.00001231764,0.0005263198,0.0002333824,0.0001446308,0.0001956787],"domain_scores_gemma":[0.9996791,0.00004219932,0.00005868938,0.0001084976,0.00004457385,0.00006688775],"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":[0.0004052256,0.000008843303,0.001411266,0.003485019,0.001088565,0.00001771918,0.01814166,0.7488469,0.1340811,0.007111263,0.00009102278,0.08531139],"study_design_scores_gemma":[0.001934294,0.000178597,0.04220526,0.0008668377,0.0003670199,0.00001999191,0.006816366,0.827727,0.1182071,0.0002162981,0.0002803671,0.001180901],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9935248,0.0004915165,0.003484237,0.000006114071,0.0002552529,0.0002472428,0.00001595845,0.00006745398,0.001907362],"genre_scores_gemma":[0.9967312,0.0005019846,0.001795169,0.000006102793,0.00003675356,0.000008343645,0.0002775028,0.00003618969,0.0006067147],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.0841305,"threshold_uncertainty_score":0.9999995,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.006398339516685843,"score_gpt":0.232253405094602,"score_spread":0.2258550655779162,"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."}}