Seismic Response Analysis of 3D Structures Through Simplified Non-Linear Procedures


Abstract eng:
New tools for the analysis of the seismic behaviour of plan-asymmetric structures are herein presented and the concepts of “polar spectrum” and limit domains are discussed. Both polar spectrum and limit domains allow researchers to investigate the non-linear capacities of plan-asymmetric structures. The proposed procedure has been validated by comparing the results obtained with those of non-linear dynamic analyses for two benchmark structures.

Contributors:
Conference Title:
Conference Title:
14th World Conference on Earthquake Engineering
Conference Venue:
Bejing (CN)
Conference Dates:
2008-10-12 / 2008-10-17
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.



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 Record created 2014-12-05, last modified 2014-12-05


Original version of the author's contribution as presented on CD, Paper ID: 05-01-0285.:
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