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.
Source:
12th World Conference on Earthquake Engineering, Auckland, New Zealand, 2000
TY - CONF
AU - Pujević, Branislav S.
AU - Sekulović, Miodrag
AU - Nefovska-Danilović, Marija
PY - 2000
UR - https://grafar.grf.bg.ac.rs/handle/123456789/2848
AB - 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.
PB - WCEE
C3 - 12th World Conference on Earthquake Engineering, Auckland, New Zealand
T1 - Nonlinear analysis of thin-wall cylindrical liquid storage reservoirs under seismic action
UR - https://hdl.handle.net/21.15107/rcub_grafar_2848
ER -
@conference{
author = "Pujević, Branislav S. and Sekulović, Miodrag and Nefovska-Danilović, Marija",
year = "2000",
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.",
publisher = "WCEE",
journal = "12th World Conference on Earthquake Engineering, Auckland, New Zealand",
title = "Nonlinear analysis of thin-wall cylindrical liquid storage reservoirs under seismic action",
url = "https://hdl.handle.net/21.15107/rcub_grafar_2848"
}
Pujević, B. S., Sekulović, M.,& Nefovska-Danilović, M.. (2000). Nonlinear analysis of thin-wall cylindrical liquid storage reservoirs under seismic action. in 12th World Conference on Earthquake Engineering, Auckland, New Zealand
WCEE..
https://hdl.handle.net/21.15107/rcub_grafar_2848
Pujević BS, Sekulović M, Nefovska-Danilović M. Nonlinear analysis of thin-wall cylindrical liquid storage reservoirs under seismic action. in 12th World Conference on Earthquake Engineering, Auckland, New Zealand. 2000;.
https://hdl.handle.net/21.15107/rcub_grafar_2848 .
Pujević, Branislav S., Sekulović, Miodrag, Nefovska-Danilović, Marija, "Nonlinear analysis of thin-wall cylindrical liquid storage reservoirs under seismic action" in 12th World Conference on Earthquake Engineering, Auckland, New Zealand (2000),
https://hdl.handle.net/21.15107/rcub_grafar_2848 .
