Reliability Assessment of Reinforced Concrete Walls Degraded by Aggressive Operating Environments-Reference-Cited by-同舟云学术

Reliability Assessment of Reinforced Concrete Walls Degraded by Aggressive Operating Environments

Published:2006-04 Issue:3 Volume:21 Page:157-170
ISSN:1093-9687
Container-title:Computer-Aided Civil and Infrastructure Engineering
language:en
Short-container-title:Comp-aided Civil Eng

Author:

Mori Yasuhiro,Ellingwood Bruce R.

Publisher

Wiley

Subject

Computational Theory and Mathematics,Computer Graphics and Computer-Aided Design,Computer Science Applications,Civil and Structural Engineering

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1111/j.1467-8667.2006.00424.x/fullpdf

Reference24 articles.

1. ACI (2001 ), Standard code requirements for nuclear safety-related reinforced concrete structures (ACI Standard 349-01) , American Concrete Institute, Detroit, MI.

2. ACI (2002 ), Building code requirements for reinforced concrete (ACI Standard 318-02) , American Concrete Institute, Detroit, MI.

3. F. Barda, J. M. Hanson, and W. G. Corley (1977 ), Shear strength of low-rise walls with boundary element, reinforced concrete structures in seismic zones, ACI SP-53 , American Concrete Institute, Detroit, MI.

4. Degradation assessment of structures and passive components at nuclear power plants

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