Finite-Element Model Updating for Assessment of Progressive Damage in a 3-Story Infilled RC Frame-Reference-Cited by-同舟云学术

Finite-Element Model Updating for Assessment of Progressive Damage in a 3-Story Infilled RC Frame

Published:2013-10 Issue:10 Volume:139 Page:1665-1674
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Moaveni Babak¹,Stavridis Andreas²,Lombaert Geert³,Conte Joel P.⁴,Shing P. Benson⁴

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Tufts Univ., 200 College Ave., Medford, MA 02155 (corresponding author).

2. Assistant Professor, Dept. of Civil, Structural and Environmental Engineering, Univ. at Buffalo-The State Univ. of New York, Buffalo, NY 14260; formerly, Dept. of Civil Engineering, Univ. of Texas at Arlington, Box 19308, Arlington, TX 76019.

3. Associate Professor, Dept. of Civil Engineering, K. U. Leuven, 3001 Leuven, Belgium.

4. Professor, Dept. of Structural Engineering, Univ. of California at San Diego, 9500 Gilman Dr., San Diego, 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.0000586

Reference36 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 IL.

2. Allemang R. J. and Brown D. L. (1982). “A correlation coefficient for modal vector analysis.” Proc. 1st International Modal Analysis Conf. Society of Experimental Mechanics Bethel CT.

3. A quadrilateral finite element including vertex rotations for plane elasticity analysis

4. ASCE (2006). “Minimum design loads for buildings and other structures.” ASCE/SEI 7-05 Reston VA.

5. Evaluation of a new quadrilateral thin plate bending element

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