Seismic fragility analysis of a CANDU type NPP containment building for near-fault ground motions-Reference-Cited by-同舟云学术

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Seismic fragility analysis of a CANDU type NPP containment building for near-fault ground motions

Published:2006-03 Issue:2 Volume:10 Page:105-112
ISSN:1226-7988
Container-title:KSCE Journal of Civil Engineering
language:en
Short-container-title:KSCE J Civ Eng

Author:

Choi In-Kil,Choun Young-Sun,Ahn Seong-Moon,Seo Jeong-Moon

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/BF02823928.pdf

Reference10 articles.

1. Ang ZH-s, Tang W.H. (1975).Probability Concepts in Engineering Planning and Design, Basic Principles, Vol. 1, Wiley, New York, NY.

2. CANATOM (1994).Wolsung 2 Nuclear Power Plant—Design Report for Reactor Building Containment Structure Stress Analysis, 8602-21020-0002-00-DR-A.

3. Ellingwood, Bruce R. (2001). “Earthquake Risk Assessment of Building Structures”,Reliability Engineering and System Safety, 74.

4. Kennedy, R.P. and Ravindra, M.K. (1984). “Seismic Fragilities for Nuclear Power Plant Risk Studies,”Nuclear Engineering and Design, 79.

5. KINS (2000). Development ofSeismic Safety Evaluation Technology for NPP Sites, KINS/GR-206.

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