Nonlinear analysis of thin-wall cylindrical liquid storage reservoirs under seismic action

dc.creator	Pujević, Branislav S.
dc.creator	Sekulović, Miodrag
dc.creator	Nefovska-Danilović, Marija
dc.date.accessioned	2022-12-12T10:56:59Z
dc.date.available	2022-12-12T10:56:59Z
dc.date.issued	2000
dc.identifier.uri	https://grafar.grf.bg.ac.rs/handle/123456789/2848
dc.description.abstract	This paper summarizes some of the results of a comprehensive theoretical investigation concerning the seismic response of ground supported liquid storage reservoirs. Dynamic properties of the fluid-shell interaction system with arbitrary boundary conditions were examined first. Evaluation of the results have shown that the variation of natural frequencies to the geometrical properties and filling ratio are highly dependent to the lateral and circumferential mode number. Finally, the accuracy of Code specified procedures for seismic design are examined and compared with the results obtained from the dynamic nonlinear finite element analysis.	sr
dc.language.iso	en	sr
dc.publisher	WCEE	sr
dc.rights	restrictedAccess	sr
dc.source	12th World Conference on Earthquake Engineering, Auckland, New Zealand	sr
dc.title	Nonlinear analysis of thin-wall cylindrical liquid storage reservoirs under seismic action	sr
dc.type	conferenceObject	sr
dc.rights.license	ARR	sr
dc.identifier.rcub	https://hdl.handle.net/21.15107/rcub_grafar_2848
dc.type.version	publishedVersion	sr