Fluid pressure on unanchored rigid flat-bottom cylindrical tanks due to uplift motion and its approximation-Reference-Cited by-同舟云学术

Fluid pressure on unanchored rigid flat-bottom cylindrical tanks due to uplift motion and its approximation

Published:2009-11 Issue:11 Volume:31 Page:2598-2606
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Taniguchi Tomoyo,Ando Yoshinori,Nakashima Teruhiro

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference13 articles.

1. Clough DP. Experimental evaluation of seismic design methods for broad cylindrical tanks. UCB/EERC-77/10. 1977 [PB-272 280]

2. Niwa A. Seismic behavior of tall liquid storage tanks. UCB/EERC-78/04. 1978 [PB-284 017]

3. Cambra FJ. Earthquake response considerations of broad liquid storage tanks. UCB/EERC-82/25. 1982 [PB83-251 215]

4. Manos GC, Clough RW. Further study of the earthquake response of a broad cylindrical liquid-storage tank model. UCB/EERC-82/07. 1982 [PB83-147 744]

5. Clough RW, Niwa A. Static tilt tests of a tall cylindrical liquid storage tank. UCB/EERC-79/06. 1979 [PB-301 167]

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