{"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":"metacan-v3-hybrid-931329e0061c","candidate_categories":[],"consensus_categories":[],"category_scores_codex":[0.0001890316,0.0002751889,0.0002868809,0.0002899087,0.0001776032,0.0002883804,0.0002491553,0.0002931514,0.0009770353],"category_scores_gemma":[0.0003794533,0.0001340906,0.0003200498,0.0002043514,0.0005977366,0.0002641716,0.0004731597,0.0001742487,0.0001227405],"about_ca_system_candidate":false,"about_ca_system_consensus":false,"about_ca_system_score_codex":0.0001953639,"about_ca_system_score_gemma":0.0002768399,"about_ca_topic_candidate":false,"about_ca_topic_consensus":false,"about_ca_topic_score_codex":0.001274343,"about_ca_topic_score_gemma":0.0005962416,"domain_scores_codex":[0.999893,0.00001659924,0.000005194417,0.00001713041,0.00004508899,0.00002298418],"domain_scores_gemma":[0.9998708,0.00004293186,0.00003597005,0.00001688772,0.0000216351,0.0000116671],"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":[0.0002166883,0.00002917243,0.002614864,0.00008421607,0.00003156082,0.0008277433,0.0002297105,0.6664519,0.3120525,0.00147447,0.0002012283,0.01578603],"study_design_scores_gemma":[0.000009026709,0.0001474233,0.004375244,0.00001021694,0.00001146375,0.00009022564,0.0001350587,0.9501987,0.04405257,0.0004031313,0.0005472532,0.00001973012],"study_design_candidate":"simulation_or_modeling","study_design_consensus":"simulation_or_modeling","genre_codex":"empirical","genre_gemma":"empirical","genre_scores_codex":[0.9376711,0.0000957718,0.0601194,0.0000392242,0.00001671476,0.00001864969,0.00006607186,0.0001116053,0.001861512],"genre_scores_gemma":[0.9974198,0.00004108463,0.001922617,0.000005284699,0.000001799675,0.00001122839,0.00003418991,0.000007068958,0.0005568935],"genre_candidate":"empirical","genre_consensus":"empirical","teacher_disagreement_score":0.001274343,"threshold_uncertainty_score":0.00326854,"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."}}