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The behavior of inverted pendulum structures during earthquakes

Housner, George W. (1963) The behavior of inverted pendulum structures during earthquakes. Bulletin of the Seismological Society of America, 53 (2). pp. 403-417. ISSN 0037-1106. https://resolver.caltech.edu/CaltechAUTHORS:20140801-112753969

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Abstract

During the Chilean earthquakes of May, 1960, a number of tall, slender structures survived the ground shaking whereas more stable appearing structures were severely damaged. An analysis is made of the rocking motion of structures of inverted pendulum type. It is shown that there is a scale effect which makes tall slender structures more stable against overturning than might have been expected, and, therefore, the survival of such structures during earthquakes is not surprising.


Item Type:Article
Related URLs:
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http://bssa.geoscienceworld.org/content/53/2/403.abstractPublisherArticle
Additional Information:Copyright © 1963, by the Seismological Society of America. Manuscript received April 12, 1962.
Issue or Number:2
Record Number:CaltechAUTHORS:20140801-112753969
Persistent URL:https://resolver.caltech.edu/CaltechAUTHORS:20140801-112753969
Usage Policy:No commercial reproduction, distribution, display or performance rights in this work are provided.
ID Code:47803
Collection:CaltechAUTHORS
Deposited By: George Porter
Deposited On:01 Aug 2014 20:08
Last Modified:03 Oct 2019 06:57

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