|
|
||||||||
CALIFORNIA INSTITUTE OF TECHNOLOGY, PASADENA, CALIFORNIA
Abstract
During the Chilean earthquakes of May, 1960, a number of large elevated water tanks were severely damaged whereas others survived without damage. An analysis of the dynamic behavior of such tanks must take into account the motion of the water relative to the tank as well as the motion of the tank relative to the ground. Some simple expressions are given for the pertinent dynamic properties of tanks with free water surface. A simplified dynamic analysis is indicated for the response of elevated water tanks to earthquake ground motion.
This article has been cited by other articles:
![]() |
J. C. Virella, L. E. Suarez, and L. A. Godoy Effect of Pre-stress States on the Impulsive Modes of Vibration of Cylindrical Tank-liquid Systems under Horizontal Motions Journal of Vibration and Control, September 1, 2005; 11(9): 1195 - 1220. [Abstract] [PDF] |
||||
![]() |
M. K. Shrimali and R. S. Jangid Seismic Response of Base-Isolated Liquid Storage Tanks Journal of Vibration and Control, October 1, 2003; 9(10): 1201 - 1218. [Abstract] [PDF] |
||||
![]() |
MEDHAT. A. HAROUN Stress analysis of rectangular walls under seismically induced hydrodynamic loads Bulletin of the Seismological Society of America, June 1, 1984; 74(3): 1031 - 1041. [Abstract] [PDF] |
||||
![]() |
J. A. BLUME A structural-dynamic analysis of steel plant structures subjected to the May 1960 Chilean earthquakes Bulletin of the Seismological Society of America, February 1, 1963; 53(2): 439 - 480. [PDF] |
||||
| HOME | HELP | FEEDBACK | SUBSCRIPTIONS | ARCHIVE | SEARCH | TABLE OF CONTENTS |