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The effect of torsional oscillations on earthquake stresses

Housner, George W. and Outinen, Hannu (1958) The effect of torsional oscillations on earthquake stresses. Bulletin of the Seismological Society of America, 48 (3). pp. 221-229. ISSN 0037-1106. https://resolver.caltech.edu/CaltechAUTHORS:20140806-121544379

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Abstract

A comparison is made between the maximum stresses induced by earthquake-excited vibrations of an unsymmetrical structure and those induced in a symmetrical structure. These stresses are compared with the commonly used equivalent static method of analysis, and it is shown that the static method underestimates significantly the magnitude of the maximum stresses. Although the maximum stresses are quite sensitive to changes in the relative rigidity of the walls, an energy analysis of the vibration problem shows that the relative rigidities are not crucially important in determining the ultimate strength of the building.


Item Type:Article
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URLURL TypeDescription
http://bssa.geoscienceworld.org/content/48/3/221.full.pdf+htmlPublisherArticle
Additional Information:Copyright © 1958, by the Seismological Society of America. Manuscript received for publication January 29, 1958.
Issue or Number:3
Record Number:CaltechAUTHORS:20140806-121544379
Persistent URL:https://resolver.caltech.edu/CaltechAUTHORS:20140806-121544379
Usage Policy:No commercial reproduction, distribution, display or performance rights in this work are provided.
ID Code:48090
Collection:CaltechAUTHORS
Deposited By: George Porter
Deposited On:06 Aug 2014 20:11
Last Modified:03 Oct 2019 07:00

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