Comparison of Incremental Dynamic, Cloud, and Stripe Methods for Computing Probabilistic Seismic Demand Models-Reference-Cited by-同舟云学术

Comparison of Incremental Dynamic, Cloud, and Stripe Methods for Computing Probabilistic Seismic Demand Models

Published:2005-04-18 Issue: Volume: Page:
ISSN:
Container-title:Structures Congress 2005
language:
Short-container-title:

Author:

Mackie K. R.¹²,Stojadinović B.¹²

Affiliation:

1. Postdoctoral Researcher, 721 Davis Hall #1710, Department of Civil and Environmental Engineering, University of California, Berkeley.

2. Associate Professor, Department of Civil and Environmental Engineering, 721 Davis Hall #1710, University of California, Berkeley 94720-1710.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/40753%28171%29184

Reference6 articles.

1. Gardoni P. Der Kiureghian A. and Mosalam K.M. (2002). "Probabilistic models and fragility estimates for bridge components and systems." PEER Rep. No. 2002/13. Pacific Earthquake Engineering Research Center University of California Berkeley.

2. Seismic Performance Evaluation of Pre-Northridge Steel Frame Buildings with Brittle Connections

3. Mackie K. and Stojadinovi B. (2002). "Relation between probabilistic seismic demand analysis and incremental dynamic analysis." Proc. 7th US National Conf. on Earthquake Engineering July 21-25 2002 Boston Massachusetts.

4. Mackie K. and Stojadinovi B. (2003). "Seismic demands for performance-based design of bridges." PEER Rep. No. 2003/16. Pacific Earthquake Engineering Research Center University of California Berkeley.

5. PEER Strong Motion Catalog. http://peer.berkeley.edu/smcat. Web page.

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