Sloshing in Medium Sized Tanks Under Earthquake Load
Author
Yazıcı, GökhanType
xmlui.dri2xhtml.METS-1.0.item-citation
Date
2015Language
en_USMetadata
Show full item recordAbstract
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.
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