{"id":"W4205963029","doi":"10.1177/14644207211067442","title":"Dynamic response analysis of Euler–Bernoulli beam on spatially random transversely isotropic viscoelastic soil","year":2022,"lang":"en","type":"article","venue":"Proceedings of the Institution of Mechanical Engineers Part L Journal of Materials Design and Applications","topic":"Geotechnical Engineering and Underground Structures","field":"Engineering","cited_by":14,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Waterloo","funders":"","keywords":"Timoshenko beam theory; Discretization; Beam (structure); Mathematics; Partial differential equation; Boundary value problem; Differential equation; Mathematical analysis; Numerical partial differential equations; Transverse isotropy; Isotropy; Physics","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":[0.0002482249,0.0005129178,0.0004871603,0.0004268788,0.0002535871,0.0004349924,0.0006544009,0.0009095234,0.0009740392],"category_scores_gemma":[0.0003654764,0.0002951588,0.0004990814,0.0004194269,0.0004412954,0.0005351086,0.0004777983,0.0003653618,0.0001975497],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004113892,"about_ca_system_score_gemma":0.0005017385,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.005029237,"about_ca_topic_score_gemma":0.002708871,"domain_scores_codex":[0.9998294,0.00003594455,0.000006516056,0.00003510507,0.00006229972,0.00003064525],"domain_scores_gemma":[0.9998696,0.00004680661,0.00002703799,0.00001192861,0.00003578354,0.000008814199],"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":[0.00003167792,0.00003803946,0.002133087,0.0000681231,0.00002699816,0.000270146,0.0001165402,0.9498461,0.03299913,0.005889726,0.0002729481,0.00830745],"study_design_scores_gemma":[0.000001197674,0.00001036393,0.0003193717,0.000002066718,0.000002305146,0.00001611368,0.0000127876,0.9987432,0.000533644,0.0002345823,0.0001205013,0.000003716798],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.3131982,0.0007094163,0.6745934,0.0003000439,0.00005297166,0.0000562167,0.0001622515,0.0001958164,0.01073164],"genre_scores_gemma":[0.98298,0.0004994026,0.01079091,0.00003985484,0.00001297769,0.00008707422,0.00007197671,0.00002629094,0.005491486],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.005029237,"threshold_uncertainty_score":0.009999931,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.007767454546016134,"score_gpt":0.200452654225433,"score_spread":0.1926851996794169,"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."}}