{"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":"codex-gemma-dda1882f352a","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0004918031,0.000121691,0.0002021405,0.0001982413,0.0001057401,0.0001254691,0.0001506589,0.00003241529,0.0004107527],"category_scores_gemma":[0.00000733906,0.0001043836,0.00004913821,0.0005150363,0.00003752616,0.000216585,0.00002171206,0.00007886752,0.0004575193],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.00005583509,"about_ca_system_score_gemma":0.00001913359,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.00008080261,"about_ca_topic_score_gemma":0.0001686485,"domain_scores_codex":[0.998912,0.00002275844,0.0003069433,0.000226108,0.0003128922,0.0002192724],"domain_scores_gemma":[0.9995506,0.0001412547,0.00007195515,0.0001733305,0.00001347607,0.00004935904],"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":[0.00000155094,0.000004698893,0.002699254,0.00003274878,0.0000954925,6.471449e-7,0.001108663,0.9756839,0.01862706,0.0004816444,0.00007074483,0.001193584],"study_design_scores_gemma":[0.0002168526,0.00004557155,0.0006886647,0.00002606276,0.00006882614,0.000002321113,0.002177274,0.9741873,0.02129977,0.0005547153,0.0004670268,0.0002656487],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8605277,0.00004467331,0.06413126,0.00004178094,0.0005969115,0.0003101939,0.000005213949,0.0001884126,0.07415388],"genre_scores_gemma":[0.9992747,0.00001349453,0.0004583957,0.00004068074,0.00003253028,0.00003826182,0.000008413454,0.000007903758,0.0001256129],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.138747,"threshold_uncertainty_score":0.5880637,"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."}}