{"id":"W4205867261","doi":"10.1177/14644207211067437","title":"Dynamic analysis of soil-structure interaction shear model for beams on 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":10,"is_retracted":false,"has_abstract":true,"ca_institutions":"University of Waterloo","funders":"","keywords":"Transverse isotropy; Timoshenko beam theory; Finite element method; Beam (structure); Isotropy; Viscoelasticity; Partial differential equation; Moving load; Differential equation; Newmark-beta method; Mechanics; Mathematics; Shear (geology); Mathematical analysis; Physics; Structural engineering; Materials science; Engineering; Optics","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":[0.0002525296,0.0001297618,0.0003878446,0.0002382297,0.00007899204,0.00001186968,0.0002295008,0.00007321758,0.00001094457],"category_scores_gemma":[0.00004586033,0.0001045913,0.0001656214,0.0003316091,0.00004657995,0.00008454382,0.00002316214,0.0001809127,4.097397e-8],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00006527534,"about_ca_system_score_gemma":0.00002624645,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00000173829,"about_ca_topic_score_gemma":2.972347e-7,"domain_scores_codex":[0.9989775,0.000008520091,0.0005743908,0.0001012537,0.000229068,0.0001093109],"domain_scores_gemma":[0.9994031,0.00007087967,0.0002743687,0.000079515,0.0001255786,0.00004652196],"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":[0.00006998382,0.00002267192,1.363709e-7,0.0001164142,0.0001765046,2.439229e-8,0.00004045597,0.6645496,0.3231256,0.01177184,0.00001971377,0.0001070804],"study_design_scores_gemma":[0.0003712728,0.0001822206,0.00001720832,0.00005782323,0.0005927389,0.0000101774,0.00007262386,0.8368871,0.1586768,0.002866042,0.0001691125,0.00009684885],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"methods","genre_gemma":"empirical","genre_scores_codex":[0.304356,0.00004150552,0.6949781,0.00005726096,0.0001862572,0.000239418,0.0001142623,0.00002006781,0.000007092673],"genre_scores_gemma":[0.994169,0.0000574191,0.005678982,0.000007688747,0.00002323962,0.00004014717,0.000005411698,0.00001306761,0.000005073301],"genre_candidate":"empirical","genre_consensus":null,"teacher_disagreement_score":0.689813,"threshold_uncertainty_score":0.4265109,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01118295569992464,"score_gpt":0.2174367839412109,"score_spread":0.2062538282412862,"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."}}