Extension of direct displacement-based design methodology for bridges to account for higher mode effects-Reference-Cited by-同舟云学术

Extension of direct displacement-based design methodology for bridges to account for higher mode effects

Published:2012-07-13 Issue:4 Volume:42 Page:581-602
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct. Dyn.

Author:

Kappos Andreas J.,Gkatzogias Konstantinos I.,Gidaris Ioannis G.

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/eqe.2229/fullpdf

Reference41 articles.

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2. fib (Féderation Internationale du Béton) Bulletin No.25: Displacement-based seismic design of reinforced concrete buildings 2003

3. Displacement based design of RC structures subjected to earthquakes;Moehle;Earthquake Spectra,1992

4. Priestley MJN Myths and fallacies in earthquake engineering - Conflicts between design and reality Proceedings of the Tom Paulay Symposium - Recent Developments in Lateral Force Transfer in Buildings 1993 229 252

5. Priestley MJN Performance based seismic design Proceedings of the 12 th World Conference on Earthquake Engineering 2000

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