Seismic analysis of a liquid storage tank with a baffle

A. Gedikli; M. E. Ergüven

doi:10.1006/jsvi.1999.2091

Seismic analysis of a liquid storage tank with a baffle

A. Gedikli^*
, M. E. Ergüven

^*Bu çalışma için yazışmadan sorumlu yazar

İnşaat Mühendisliği Bölümü

Istanbul Technical University

Araştırma sonucu: Dergiye katkı › Makale › bilirkişi

103 Atıf (Scopus)

Özet

The effects of a rigid baffle on the seismic response of liquid in a rigid cylindrical tank are presented. A baffle is an additional structural element which supplies a kind of passive control on the effects of earthquake motion. Fluid motion is assumed to be irrotational, incompressible and inviscid. The method of superposition of modes has been implemented to compute the seismic response. The boundary element method is used to evaluate the natural modes of liquid in a cylindrical tank. Linearized free surface conditions have been taken into consideration.

Orijinal dil	İngilizce
Sayfa (başlangıç-bitiş)	141-155
Sayfa sayısı	15
Dergi	Journal of Sound and Vibration
Hacim	223
Basın numarası	1
DOI'lar	https://doi.org/10.1006/jsvi.1999.2091
Yayın durumu	Yayınlandı - 27 May 1999

Belgeye Erişim

10.1006/jsvi.1999.2091

Diğer Dosyalar ve Linkler

Link to publication in Scopus

Alıntı Yap

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AB - The effects of a rigid baffle on the seismic response of liquid in a rigid cylindrical tank are presented. A baffle is an additional structural element which supplies a kind of passive control on the effects of earthquake motion. Fluid motion is assumed to be irrotational, incompressible and inviscid. The method of superposition of modes has been implemented to compute the seismic response. The boundary element method is used to evaluate the natural modes of liquid in a cylindrical tank. Linearized free surface conditions have been taken into consideration.

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Seismic analysis of a liquid storage tank with a baffle

Özet

Belgeye Erişim

Diğer Dosyalar ve Linkler

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