{"id":"W2799409206","doi":"10.1139/tcsme-2013-0006","title":"FREE VIBRATION AND BUCKLING OF CANTILEVER BEAMS UNDER LINEARLY VARYING AXIAL LOAD CARRYING AN ECCENTRIC END RIGID BODY","year":2013,"lang":"en","type":"article","venue":"Transactions of the Canadian Society for Mechanical Engineering","topic":"Composite Structure Analysis and Optimization","field":"Engineering","cited_by":16,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Waterloo","funders":"","keywords":"Cantilever; Axial symmetry; Eccentricity (behavior); Beam (structure); Eccentric; Vibration; Natural frequency; Buckling; Structural engineering; Inertia; Rigid body; Added mass; Mechanics; Physics; Classical mechanics; Engineering; Acoustics","routes":{"ca_aff":true,"ca_fund":false,"ca_venue":true,"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":[0.00008355295,0.0001355055,0.0001932697,0.00006669624,0.0001541363,0.00004273887,0.0001635305,0.0001309281,0.0000555265],"category_scores_gemma":[0.00001217141,0.0001290864,0.0002468314,0.0002542244,0.00001933972,0.0002077724,0.000006113523,0.0001666297,1.385584e-7],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0002434476,"about_ca_system_score_gemma":0.00007866454,"about_ca_topic_candidate":true,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0164603,"about_ca_topic_score_gemma":0.01139902,"domain_scores_codex":[0.9992218,0.000006248688,0.0002650142,0.0001357685,0.0001488253,0.0002223564],"domain_scores_gemma":[0.9994399,0.00004526081,0.00003873808,0.0002262997,0.0001007553,0.0001490456],"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":[0.000001387509,0.000004123347,0.000004912147,0.00007914758,0.0001369611,3.986941e-8,0.0002272803,0.9543002,0.04403316,0.0002751127,0.00001659418,0.000921106],"study_design_scores_gemma":[0.0002674572,0.00001768138,0.0001142288,0.00002940391,0.0001444671,0.000002206281,0.00007201462,0.9788589,0.02013896,0.0001575886,0.00006336868,0.0001336978],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.1349733,0.0001451783,0.8640175,0.0001073989,0.000278757,0.0003135775,0.00008870177,0.00005529758,0.0000202148],"genre_scores_gemma":[0.9834104,0.00002575471,0.01641873,0.00002439636,0.00005469993,0.00001392855,0.00001174186,0.00003098424,0.000009344682],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.8484371,"threshold_uncertainty_score":0.9900892,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.005091816061547864,"score_gpt":0.1787325358150899,"score_spread":0.173640719753542,"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."}}