{"id":"W2995686425","doi":"10.3390/app9245371","title":"Finite Element Steady-State Vibration Analysis Considering Frequency-Dependent Soil-Pile Interaction","year":2019,"lang":"en","type":"article","venue":"Applied Sciences","topic":"Hydraulic and Pneumatic Systems","field":"Engineering","cited_by":6,"is_retracted":false,"has_abstract":true,"ca_institutions":"","funders":"Hanyang University","keywords":"Pile; Stiffness; Foundation (evidence); Vibration; Structural engineering; Gas compressor; Finite element method; Engineering; Pile cap; Geotechnical engineering; Mechanical engineering; Acoustics; Physics","routes":{"ca_aff":false,"ca_fund":false,"ca_venue":false,"about_ca":true,"invisible_to_affiliation_only":true},"retraction":null,"screen":null,"direct_labels":[],"prediction":{"model_version":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.000233279,0.0002831387,0.000356155,0.0004171312,0.0002738953,0.0003223759,0.0004550797,0.000631162,0.001522056],"category_scores_gemma":[0.0005407213,0.000229649,0.0003990963,0.0002235468,0.0004470985,0.0003274666,0.0002627401,0.0002422354,0.0002693702],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001989479,"about_ca_system_score_gemma":0.0003376934,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.002578938,"about_ca_topic_score_gemma":0.00305962,"domain_scores_codex":[0.9999157,0.00001671289,0.000004325358,0.00001433755,0.00003366648,0.00001530703],"domain_scores_gemma":[0.999788,0.0001153435,0.00001933137,0.00001910178,0.00004913875,0.00000920278],"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":[0.0001030102,0.00006133212,0.003195358,0.00008973763,0.00002488253,0.0002179989,0.0002145259,0.8991738,0.06725343,0.002429985,0.0002656775,0.02697022],"study_design_scores_gemma":[0.000002197972,0.00002452121,0.0009570417,0.000003318303,0.000004372373,0.00002047867,0.00002404269,0.9956175,0.002948382,0.000248187,0.000145438,0.000004504902],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"methods","genre_scores_codex":[0.5130615,0.00009844679,0.4811723,0.00005768807,0.00001582946,0.00002564022,0.0000844678,0.0003867699,0.005097338],"genre_scores_gemma":[0.9868494,0.00003593544,0.01144216,0.000005915716,0.000002786164,0.00001733709,0.00004509,0.00002019159,0.001581123],"genre_candidate":"methods","genre_consensus":null,"teacher_disagreement_score":0.002578938,"threshold_uncertainty_score":0.005127788,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.01746515396842562,"score_gpt":0.2359106769014265,"score_spread":0.2184455229330009,"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."}}