Finite-Element Modeling of Nonlinear Behavior of Masonry-Infilled RC Frames-Reference-Cited by-同舟云学术

Finite-Element Modeling of Nonlinear Behavior of Masonry-Infilled RC Frames

Published:2010-03 Issue:3 Volume:136 Page:285-296
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Stavridis Andreas¹²,Shing P. B.¹²

Affiliation:

1. Postdoctoral Researcher, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, CA 92093-0085 (corresponding author).

2. Professor, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, CA 92093-0085.

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.116

Reference31 articles.

1. Al-Chaar G. (2002). “Evaluating strength and stiffness of unreinforced masonry infill structures.” Rep. No. ERDC/CERL TR-02-1 U.S. Army Corps of Engineers Champaign Ill.

2. Al-Chaar G. Berman J. B. and Sweeney S. C. (2003). “Investigation of FRP for seismic rehabilitation of RC structural frames with URM infill.” Rep. No. ERDC/CERL TR-03-10 U.S. Army Corps of Engineers Champaign Ill.

3. Finite element interface modeling and experimental verification of masonry-infilled R/C frames;Al-Chaar G.;Masonry Soc. J.,2008

4. Amadei B. Sture S. and Saeb S. (1989). “An evaluation of masonry joint shear strength in existing buildings.” Rep. Prepared for NSF Civil Engineering Dept. Univ. of Colorado at Boulder Boulder Colo.

5. ASCE. (2006). “Seismic rehabilitation of existing buildings.” ASCE/SEI 41-06 New York.

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