Nonlinear analysis of thin-wall cylindrical liquid storage reservoirs under seismic action
Само за регистроване кориснике
2000
Конференцијски прилог (Објављена верзија)
Метаподаци
Приказ свих података о документуАпстракт
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.
Извор:
12th World Conference on Earthquake Engineering, Auckland, New Zealand, 2000Издавач:
- WCEE
Колекције
Институција/група
GraFarTY - 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 .