Reliability of Frame and Shear Wall Structural Systems. I: Static Loading-Reference-Cited by-同舟云学术

Reliability of Frame and Shear Wall Structural Systems. I: Static Loading

Published:2003-02 Issue:2 Volume:129 Page:224-232
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Lee Seung Y.¹,Haldar Achintya²

Affiliation:

1. Bridge Designer, Arizona Dept. of Transportation, 205 S. 17th Ave., Room 289E, Phoenix, AZ 85007; formerly, Graduate Research Assistant, Dept. of Civil Engineering and Engineering Mechanics, Univ. of Arizona, Tucson, AZ 85721.

2. Professor, Dept. of Civil Engineering and Engineering Mechanics, Univ. of Arizona, Tucson, AZ 85721.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282003%29129%3A2%28224%29

Reference19 articles.

1. American Concrete Institute (ACI). (1999). “Building code requirements for structural concrete (318-99) and commentary (318R-99).” ACI. Farmington Hills Mich.

2. American Institute of Steel Construction (AISC). (1994). Manual of steel construction: Load and resistance factor design 2nd Ed. Chicago.

3. Methods of Design Sensitivity Analysis in Structural Optimization

4. Gao L. (1994). “Stochastic finite element method for the reliability analysis of nonlinear frames with PR connections.” PhD dissertation Dept. of Civil Engineering and Engineering Mechanics Univ. of Arizona Tucson Ariz.

5. Safety Evaluation of Frames with PR Connections

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