Probabilistic Push-Over Analysis of Structural and Soil-Structure Systems-Reference-Cited by-同舟云学术

Probabilistic Push-Over Analysis of Structural and Soil-Structure Systems

Published:2010-11 Issue:11 Volume:136 Page:1330-1341
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Barbato M.¹²³,Gu Q.¹²³,Conte J. P.¹²³

Affiliation:

1. Assistant Professor, Civil and Environmental Engineering, Louisiana State Univ. and A&M College, Baton Rouge, LA 70803.

2. Associate Professor, School of Architecture and Civil Engineering, Xiamen Univ., Xiamen, Fujian, P.R. China 361005; formerly, Postdoctoral Researcher, Civil and Environmental Engineering, Louisiana State Univ. and A&M College, Baton Rouge, LA 70803 (corresponding author).

3. Professor, Dept. of Structural Engineering, Univ. of California at San Diego, La Jolla, CA 92093.

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%29ST.1943-541X.0000231

Reference41 articles.

1. Applied Technology Council (ATC). (1996). “Seismic evaluation and retrofit of concrete buildings.” Rep. No. ATC-40 Redwood City CA.

2. Applied Technology Council (ATC). (2005). “Improvement of nonlinear static seismic analysis procedures.” Rep. No. ATC-55 Redwood City CA.

3. Barbato M. (2007). “Finite-element response sensitivity probabilistic response and reliability analyses of structural systems with applications to earthquake engineering.” Ph.D. dissertation Dept. of Structural Engineering Univ. of California at San Diego La Jolla CA.

4. Finite element response sensitivity analysis: a comparison between force-based and displacement-based frame element models

5. Finite element structural response sensitivity and reliability analyses using smooth versus non-smooth material constitutive models

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