Publication Date:
1982-11-01
Description:
The dynamics of an elastic column subjected to vertical as well as horizontal ground acceleration during an earthquake strong motion is considered. The Liapunov method of stability analysis is employed and several bounds on the maximum lateral displacement and bending stress are obtained and discussed. Copyright © 1982 John Wiley & Sons, Ltd
Print ISSN:
0098-8847
Electronic ISSN:
1096-9845
Topics:
Architecture, Civil Engineering, Surveying
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