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Sloshing in Medium Sized Tanks Under Earthquake Load

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Soil-Structure Interaction Under The Effect of High Groundwater Table.pdf (1.206Mb)
Author
Yazıcı, Gökhan
Type
Article
xmlui.dri2xhtml.METS-1.0.item-citation
Date
2015
Language
en_US
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Abstract
This paper presents results obtained by numerical study of sloshing effects in medium sized rectangular tanks subjected to a long-period seismic excitation. The Smoothed Particle Hydrodynamics (SPH) method is used, and the wave displacement and pressure are analysed. The intensity of sloshing effects depends not only on the peak ground acceleration but also on the dominant frequency of ground motion. Excessive sloshing displacements and pressures increase when the natural period of the contained liquid approaches the dominant period of ground excitation.
Subject
Sloshing
Smoothed Particle Hydrodynamics
SPH Method
Free Surface Flow
URI
https://hdl.handle.net/11413/4858
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  • Makaleler / Articles [122]

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İstanbul Kültür University

Hakkında |Politika | Kütüphane | İletişim | Send Feedback | Admin

Istanbul Kültür University, Ataköy Campus E5 Karayolu Üzeri Bakırköy 34158, İstanbul / TURKEY
Copyright © İstanbul Kültür University

Creative Commons Lisansı
IKU Institutional Repository, Creative Commons Alıntı-GayriTicari-Türetilemez 4.0 Uluslararası Lisansı ile lisanslanmıştır.

Designed by  UNIREPOS