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    Surrogate Modeling for the Seismic Performance Assessment of Liquid Storage Tanks

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 004
    Author:
    Konstantinos Bakalis
    ,
    Michalis Fragiadakis
    ,
    Dimitrios Vamvatsikos
    DOI: 10.1061/(ASCE)ST.1943-541X.0001667
    Publisher: American Society of Civil Engineers
    Abstract: A 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.
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      Surrogate Modeling for the Seismic Performance Assessment of Liquid Storage Tanks

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4237094
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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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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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