Housner, George W. (1997) Opinion Paper: Unexpected Stress Failures during Earthquakes. Earthquake Spectra, 13 (3). pp. 541-544. ISSN 8755-2930 http://resolver.caltech.edu/CaltechAUTHORS:HOUes97
See Usage Policy.
Use this Persistent URL to link to this item: http://resolver.caltech.edu/CaltechAUTHORS:HOUes97
At present it is the consensus that structures should be desitned to undergo ductile deformations if subjected to very strong ground shaking, so structures designed without consideration of large deformations can be expected to experience undesirable damage. However, in most strong earthquakes some unexpected ground motion or unexpected structural failure occurs which deserves closer examination. In both the Northridge and the Kobe earthquakes there were unexpected ground motions as well as unexpected structural damage. The reason such failures are unexpected is that their possibility was not identified during the design process.
|Additional Information:||©1997 Earthquake Spectra|
|Usage Policy:||Copyright 1997 Earthquake Engineering Research Institute. This article may be downloaded for personal use only. Any other use requires prior permission of the author and the Earthquake Engineering Research Institute.|
|Deposited By:||Archive Administrator|
|Deposited On:||19 Sep 2006|
|Last Modified:||26 Dec 2012 09:03|
Repository Staff Only: item control page