An approach based on theorem of total probability for reliability analysis of RC columns with random eccentricity-Reference-Cited by-同舟云学术

An approach based on theorem of total probability for reliability analysis of RC columns with random eccentricity

Published:2013-03 Issue: Volume:41 Page:37-46
ISSN:0167-4730
Container-title:Structural Safety
language:en
Short-container-title:Structural Safety

Author:

Jiang Youbao,Yang Weijun

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference22 articles.

1. Canadian Standards Association (CSA). Design of concrete structures for buildings.CAN3-A23.3–94, 1994, Ontario, Canada.

2. ACI Committee 318, Building code requirements for structural concrete (ACI 318-95) and commentary (ACI 318R-95). American Concrete Institute, Detroit, 1995.

3. GB50010-2010 Code for design of concrete structures. Beijing: Building and Industrial Press, 2010 (in Chinese).

4. Partial safety factors for homogeneous reliability of nonlinear reinforced concrete columns;Mohamed;Struct Saf,2001

5. Reliability analysis of reinforced concrete elements subjected to eccentric compression;Gong;Ind Building,2003

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