A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
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 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.
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 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.
Sloshing in medium sized tanks under earthquake load
Ersan Güray (author) / Gökhan Yazıcı (author)
2015
Article (Journal)
Electronic Resource
Unknown
Metadata by DOAJ is licensed under CC BY-SA 1.0
Large Amplitude Sloshing in Rectangular Tanks under Earthquake Motion
| British Library Conference Proceedings | 1994
Earthquake Induced Sloshing in Tanks with Insufficient Freeboard
| British Library Online Contents | 2006
Directional effects of earthquake-induced sloshing in rectangular tanks
| British Library Conference Proceedings | 1997
Directional effects of earthquake-induced sloshing in rectangular tanks
| British Library Conference Proceedings | 1997