Sloshing in medium sized tanks under earthquake load
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 effect...
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Format: | Article |
Sprog: | English |
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Croatian Association of Civil Engineers
2015-08-01
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Serier: | Građevinar |
Online adgang: | https://doi.org/10.14256/JCE.1149.2014 |
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author | Ersan Güray Gökhan Yazıcı |
author_facet | Ersan Güray Gökhan Yazıcı |
author_sort | Ersan Güray |
collection | DOAJ |
description | 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. |
first_indexed | 2024-04-12T19:22:23Z |
format | Article |
id | doaj.art-14094993ef7f46e4aec5241c4c4a14c0 |
institution | Directory Open Access Journal |
issn | 0350-2465 1333-9095 |
language | English |
last_indexed | 2024-04-12T19:22:23Z |
publishDate | 2015-08-01 |
publisher | Croatian Association of Civil Engineers |
record_format | Article |
series | Građevinar |
spelling | doaj.art-14094993ef7f46e4aec5241c4c4a14c02022-12-22T03:19:33ZengCroatian Association of Civil EngineersGrađevinar0350-24651333-90952015-08-016707.65566210.14256/JCE.1149.2014142626Sloshing in medium sized tanks under earthquake loadErsan GürayGökhan YazıcıThis 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.https://doi.org/10.14256/JCE.1149.2014 |
spellingShingle | Ersan Güray Gökhan Yazıcı Sloshing in medium sized tanks under earthquake load Građevinar |
title | Sloshing in medium sized tanks under earthquake load |
title_full | Sloshing in medium sized tanks under earthquake load |
title_fullStr | Sloshing in medium sized tanks under earthquake load |
title_full_unstemmed | Sloshing in medium sized tanks under earthquake load |
title_short | Sloshing in medium sized tanks under earthquake load |
title_sort | sloshing in medium sized tanks under earthquake load |
url | https://doi.org/10.14256/JCE.1149.2014 |
work_keys_str_mv | AT ersanguray sloshinginmediumsizedtanksunderearthquakeload AT gokhanyazıcı sloshinginmediumsizedtanksunderearthquakeload |