Abstract
Strong earthquake motion used to destroy many brick structures and killed many people. Figure 7.1 illustrates an example in Tokyo in which a brick tower of 12 storeys was destroyed in the middle. In those days there was no clear idea to design structures against earthquake effects. The same mechanism of collapse is still seen widely in many nonengineered structures in the world and the number of victims is substantial.
Access provided by Autonomous University of Puebla. Download to read the full chapter text
Chapter PDF
Keywords
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.
Author information
Authors and Affiliations
Rights and permissions
Copyright information
© 2008 Springer-Verlag Berlin Heidelberg
About this chapter
Cite this chapter
Towhata, I. (2008). Pseudostatic Limit Equilibrium Analysis. In: Geotechnical Earthquake Engineering. Springer Series in Geomechanics and Geoengineering. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-540-35783-4_7
Download citation
DOI: https://doi.org/10.1007/978-3-540-35783-4_7
Published:
Publisher Name: Springer, Berlin, Heidelberg
Print ISBN: 978-3-540-35782-7
Online ISBN: 978-3-540-35783-4
eBook Packages: EngineeringEngineering (R0)