Development of fragility functions as a damage classification/prediction method for steel moment-resisting frames using a wavelet-based damage sensitive feature-Reference-Cited by-同舟云学术

Development of fragility functions as a damage classification/prediction method for steel moment-resisting frames using a wavelet-based damage sensitive feature

Published:2011-08-02 Issue:4 Volume:41 Page:681-696
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct. Dyn.

Author:

Noh Hae Young¹,Lignos Dimitrios G.²,Nair K. Krishnan³,Kiremidjian Anne S.¹

Affiliation:

1. John A. Blume Earthquake Engineering Center; Department of Civil and Environmental Engineering; Stanford University; Stanford; CA; 94305; U.S.A.

2. MacDonald Engineering Building; Department of Civil Engineering and Applied Mechanics; McGill University; Montreal; QC; H3A 2K6; Canada

3. Risk Management Solutions; 7015 Gateway Blvd; Newark; CA; 94560-1011; U.S.A.

Publisher

Wiley

Subject

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

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/eqe.1151/fullpdf

Reference57 articles.

1. Performance-based design in earthquake engineering: state of development;Ghobarah;Journal of Engineering Structures,2001

2. Performance-based earthquake engineering;Krawinkler,2004

3. Creating fragility functions for performance-based earthquake engineering;Porter;Earthquake Spectra,2007

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