Beck, J. L. and Irfanoglu, A. and Chan, E. and Papadimitriou, C. (1998) Performance-Based Optimal Design Under Seismic Risk. In: Proceedings Eleventh European Conference on Earthquake Engineering. Balkema , Rotterdam. ISBN 90 5410 982 3 http://resolver.caltech.edu/CaltechAUTHORS:20120926-090957972
Full text not available from this repository.
Use this Persistent URL to link to this item: http://resolver.caltech.edu/CaltechAUTHORS:20120926-090957972
A general framework is presented for optimal design based on multiple design criteria which is suitable for performance-based design of structural systems operating in an uncertain dynamic environment. Reliability-based design criteria are used to maintain user-specified levels of structural safety by properly taking into account the uncertainties in the seismic loads that a structure may experience during its lifetime. The methodology is demonstrated with a simple example involving the design of a three-story steel-frame building for which the ground motion uncertainty is characterized by a probabilistic response spectrum developed from available attenuation formulas and seismic hazard models.
|Item Type:||Book Section|
|Additional Information:||© 1998 Balkema, Rotterdam. This paper is based upon work partly supported by the National Science Foundation under grant CMS-9796135 and by the California Universities for Research in Earthquake Engineering under the CUREe-Kajima Research Program.|
|Subject Keywords:||performance-based multi-criteria optimal design, structural reliability, seismic risk|
|Usage Policy:||No commercial reproduction, distribution, display or performance rights in this work are provided.|
|Deposited By:||Carmen Nemer-Sirois|
|Deposited On:||23 Oct 2012 22:08|
|Last Modified:||23 Oct 2012 22:08|
Repository Staff Only: item control page