Optimal seismic analysis of degrading planar frames using a weighted energy method to associate inelastic mode shapes: Part I optimal parameters-Reference-Cited by-同舟云学术

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Optimal seismic analysis of degrading planar frames using a weighted energy method to associate inelastic mode shapes: Part I optimal parameters

Published:2007-08 Issue:8 Volume:29 Page:1977-1989
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Attard Thomas L.,Fafitis Apostolos

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference28 articles.

1. Seismic conceptual design of buildings — basic principles for engineers, architects, building owners, & authorities;Bachmann,2003

2. Munich Research Group. Topics 2000: Natural catastrophes — the current position. MunchenerRuckversicherungs-Gesellschaft, Munchen; 1999

3. Development and verification of a displacement-based adaptive pushover analysis;Antoniou;Journal of Earthquake Engineering,2004

4. Need of performance-based earthquake engineering in Taiwan: A lesson from the Chichi earthquake;Xue;Earthquake Engineering and Structural Dynamics,2000

5. Federal Emergency Management Agency (FEMA). NEHRP recommended provisions for the seismic rehabilitation of buildings. Report no. 273. Washington (DC); 1997

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