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contributor authorKonstantinos Bakalis
contributor authorMichalis Fragiadakis
contributor authorDimitrios Vamvatsikos
date accessioned2017-12-16T08:59:03Z
date available2017-12-16T08:59:03Z
date issued2017
identifier other%28ASCE%29ST.1943-541X.0001667.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4237094
description abstractA three-dimensional surrogate model is presented for the seismic performance assessment of cylindrical atmospheric liquid storage tanks. The proposed model consists of a concentrated fluid mass attached to a single vertical beam-column element that rests on rigid beam-spokes with edge springs. The model is suitable for rapid static and dynamic seismic performance assessment. Contrary to other simplified models for tanks, its properties are determined through a simple structural analysis that can be performed in any nonlinear analysis software, without the need for complex finite-element models. The results compare favorably to those of three-dimensional finite-element models on three tanks of varying aspect ratios. A step-by-step example of the modeling procedure is presented for a squat unanchored tank, and a sensitivity analysis is conducted in order to investigate the effect of various modeling parameters on the seismic response of the proposed tank model.
publisherAmerican Society of Civil Engineers
titleSurrogate Modeling for the Seismic Performance Assessment of Liquid Storage Tanks
typeJournal Paper
journal volume143
journal issue4
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0001667
treeJournal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 004
contenttypeFulltext


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