{"id":"W2027145784","doi":"10.1115/1.4027862","title":"Free Vibration of Moderately Thick Conical Shells Using a Higher Order Shear Deformable Theory","year":2014,"lang":"en","type":"article","venue":"Journal of vibration and acoustics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":17,"is_retracted":false,"has_abstract":true,"ca_institutions":"McGill University","funders":"","keywords":"Conical surface; Vibration; Boundary value problem; Parametric statistics; Power series; Equations of motion; Series (stratigraphy); Mathematical analysis; Shear (geology); Boundary (topology); Mathematics; Geometry; Mechanics; Physics; Classical mechanics; Materials science; Acoustics; Composite material; Geology","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":[],"consensus_categories":[],"category_scores_codex":[0.0002327578,0.00008341698,0.0001919434,0.00009261699,0.00005183367,0.00006270286,0.00006030585,0.0000770168,0.00007595573],"category_scores_gemma":[0.00004758269,0.00006690793,0.00004436252,0.0001252802,0.00002476494,0.000306404,0.00001393504,0.0001249806,2.84359e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00002023532,"about_ca_system_score_gemma":0.00002400829,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.000001170855,"about_ca_topic_score_gemma":7.803325e-7,"domain_scores_codex":[0.9992891,0.00004239635,0.0003886058,0.00004922995,0.0001549748,0.00007572549],"domain_scores_gemma":[0.9994236,0.00006022438,0.0001563984,0.0000878912,0.000226217,0.00004573515],"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":[0.00002740599,0.0000095334,0.00003148902,0.00003018653,0.00004082844,4.17443e-7,0.0001005176,0.9134608,0.08339272,0.001970645,0.0001085318,0.0008269456],"study_design_scores_gemma":[0.0003594278,0.00006493321,0.000790701,0.00002930102,0.0001138986,0.00001310256,0.00002860783,0.9907644,0.00513984,0.002531097,0.00009108506,0.00007354953],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1343441,0.0001344198,0.8647959,0.000054629,0.0001658663,0.00003038469,0.000002838648,0.000009791643,0.0004619819],"genre_scores_gemma":[0.9594736,0.0001057608,0.04011558,0.0001034617,0.0001687356,1.363487e-7,0.000003817838,0.00001151714,0.00001744365],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.8251294,"threshold_uncertainty_score":0.2728426,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.008413270594315144,"score_gpt":0.2166141523191188,"score_spread":0.2082008817248037,"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."}}