{"id":"W2054506880","doi":"10.1016/j.soildyn.2003.11.008","title":"Response of fixed offshore platforms to wave and current loading including soil–structure interaction","year":2004,"lang":"en","type":"article","venue":"Soil Dynamics and Earthquake Engineering","topic":"Wave and Wind Energy Systems","field":"Engineering","cited_by":100,"is_retracted":false,"has_abstract":false,"ca_institutions":"Western University; Golder Associates (Canada)","funders":"","keywords":"Pile; Tower; Submarine pipeline; Dissipation; Geotechnical engineering; Structural engineering; Wave loading; Nonlinear system; Response analysis; Radiation damping; Finite element method; Dynamic load testing; Soil structure interaction; Engineering; Geology; Current (fluid); Marine engineering; 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":[0.0001213719,0.0003518927,0.0002521884,0.0002414802,0.0003426717,0.0003924731,0.0003348118,0.0006143352,0.004732067],"category_scores_gemma":[0.001199172,0.0002695234,0.0002669875,0.0001767219,0.0003476214,0.0003111191,0.0005683575,0.0003387628,0.0006321297],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.000296212,"about_ca_system_score_gemma":0.000331315,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00613696,"about_ca_topic_score_gemma":0.004423835,"domain_scores_codex":[0.999928,0.00001188549,0.000002276338,0.0000112332,0.00001366857,0.00003292315],"domain_scores_gemma":[0.9996867,0.0001159871,0.00003250643,0.00002852641,0.0000653809,0.00007086737],"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":[0.004287024,0.0004968019,0.0489677,0.0001529187,0.000125764,0.003725917,0.0008706889,0.570529,0.3331535,0.001594227,0.002069557,0.03402675],"study_design_scores_gemma":[0.0001146376,0.001776114,0.1113955,0.00002474775,0.00005226841,0.0003128604,0.001328125,0.8494203,0.03371126,0.001065812,0.0007372901,0.00006109573],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9985287,0.000006520861,0.0004159044,0.00001996851,0.000005907378,0.000003589709,0.00003355533,0.00001167569,0.0009741102],"genre_scores_gemma":[0.9990815,0.00000964236,0.0001087571,0.000003790391,8.464687e-7,0.000003021415,0.00004093759,0.000004229051,0.0007472355],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.00613696,"threshold_uncertainty_score":0.01583034,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01066444658949868,"score_gpt":0.2079756163666598,"score_spread":0.1973111697771611,"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."}}