{"id":"W2169915488","doi":"10.5267/j.esm.2015.5.002","title":"Free vibration analysis of isotropic plate with stiffeners using finite element method","year":2015,"lang":"en","type":"article","venue":"Engineering Solid Mechanics","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":13,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"","keywords":"Finite element method; Isotropy; Vibration; Structural engineering; Materials science; Engineering; Acoustics; Physics; Optics","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":true,"about_ca":false,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001521812,0.0001745604,0.0003727928,0.000499987,0.00002067219,0.00002665967,0.0001318487,0.00006364125,0.00001813517],"category_scores_gemma":[0.00002861172,0.0001660311,0.0000946535,0.001137507,0.000002522891,0.0001130534,0.00003081651,0.00009469992,3.815751e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001202446,"about_ca_system_score_gemma":0.00001912461,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00001933405,"about_ca_topic_score_gemma":0.00003099564,"domain_scores_codex":[0.9991152,0.00001496918,0.000302485,0.0001521298,0.0002359704,0.0001792096],"domain_scores_gemma":[0.9993981,0.00003102468,0.00007023027,0.0003179482,0.0000975224,0.00008519456],"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":[0.000006104835,0.000004904745,0.00001911016,0.00002196303,0.000996541,0.000001717509,0.0002510909,0.9860597,0.01147196,0.0008952956,0.000008602106,0.0002629701],"study_design_scores_gemma":[0.000273208,0.00004037262,0.00004170523,0.00001637523,0.00110751,0.000001289631,0.00003803735,0.9855265,0.01261076,0.00005300468,0.0001137775,0.0001774325],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.02786119,0.0001105779,0.9716174,0.000006307403,0.0001505307,0.00007514668,0.00001975792,0.0001289626,0.00003011813],"genre_scores_gemma":[0.7205243,0.00001751328,0.2793019,0.000007712519,0.0000416578,0.000003966965,0.00006301528,0.00003500047,0.000004912518],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.6926631,"threshold_uncertainty_score":0.6770552,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01105346721373466,"score_gpt":0.2307320972819197,"score_spread":0.219678630068185,"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."}}