{"id":"W1893405164","doi":"10.1002/eqe.2291","title":"Dynamic analysis of flexible rectangular fluid containers subjected to horizontal ground motion","year":2013,"lang":"en","type":"article","venue":"Earthquake Engineering & Structural Dynamics","topic":"Fluid Dynamics Simulations and Interactions","field":"Engineering","cited_by":23,"is_retracted":false,"has_abstract":true,"ca_institutions":"Toronto Metropolitan University","funders":"","keywords":"Superposition principle; Vibration; Structural engineering; Boundary value problem; Boundary (topology); Seismic analysis; Flexibility (engineering); Engineering; Dynamic pressure; Storage tank; Mechanics; Mathematics; Mathematical analysis; Acoustics; Mechanical 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":"codex-gemma-dda1882f352a","candidate_categories":["metaepi_narrow"],"consensus_categories":[],"category_scores_codex":[0.00006281469,0.0003335918,0.000448977,0.0009446958,0.00007280596,0.00009225935,0.0002014327,0.0001349928,0.0003095897],"category_scores_gemma":[0.00004517326,0.0003610797,0.0002491464,0.001617954,0.00002479523,0.0004173456,0.00003794587,0.0002467035,0.00004267428],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0004030917,"about_ca_system_score_gemma":0.0000119124,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.0005104191,"about_ca_topic_score_gemma":0.0005331298,"domain_scores_codex":[0.9985004,0.00001619051,0.0005260543,0.0002896759,0.0002372382,0.0004304211],"domain_scores_gemma":[0.9990991,0.00007786431,0.00005255417,0.0004231007,0.0001817916,0.0001655741],"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":[0.00000646813,0.000007791838,0.0009235044,0.00002805863,0.0007259317,0.000002078609,0.0002191841,0.9502555,0.0189249,0.002147432,0.00001999339,0.02673923],"study_design_scores_gemma":[0.00009987596,0.00003882787,0.4316639,0.00001019242,0.0001195797,0.000004393758,0.00006486074,0.5676729,0.00007091636,0.00002276258,0.00001758972,0.0002142122],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.8412677,0.0000646878,0.1567239,0.00002261799,0.0008321216,0.0003259942,0.0001308787,0.000461059,0.0001709621],"genre_scores_gemma":[0.9938418,0.000008622136,0.005253976,0.000008278915,0.00003298331,0.0000402691,0.0005508644,0.00007152143,0.0001916971],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.4307404,"threshold_uncertainty_score":0.9998841,"prediction_status":"machine_predicted_unvalidated"},"machine_scores":{"provisional":true,"baseline":true,"maturity_gate_passed":false,"score_opus":0.003338032646888452,"score_gpt":0.2010956725720068,"score_spread":0.1977576399251184,"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."}}