Macromodel-Based Simulation of Progressive Collapse: RC Frame Structures-Reference-Cited by-同舟云学术

Macromodel-Based Simulation of Progressive Collapse: RC Frame Structures

Published:2008-07 Issue:7 Volume:134 Page:1079-1091
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Bao Yihai¹²³⁴,Kunnath Sashi K.¹²³⁴,El-Tawil Sherif¹²³⁴,Lew H. S.¹²³⁴

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616.

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616.

3. Associate Professor, Dept. of Civil Engineering, Univ. of Michigan, Ann Arbor, MI 48109-2125 (corresponding author). E-mail: eltawil@umich.edu

4. Senior Research Engineer, Building and Fire Research Lab., National Institute of Standards and Technology, Gaithersburg, MD 20899.

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%282008%29134%3A7%281079%29

Reference30 articles.

1. Alath S. and Kunnath S. K. (1995). “Modeling inelastic shear deformation in RC beam-column joints.” Engineering Mechanics: Proc. 10th Conf. Vol. 2 ASCE New York 822–825.

2. Altoontash A. (2004). “Simulation and damage models for performance assessment of reinforced concrete beam-column joints.” Ph.D. dissertation Stanford Univ. Stanford Calif.

3. Mechanics of Progressive Collapse: Learning from World Trade Center and Building Demolitions

4. Cesare M. A. and Archilla J. C. (2006). “A model for progressive collapse of conventional framed buildings.” Proc. 17th Analysis and Computation Specialty Conf. St. Louis ASCE New York.

5. Department of Defense. (2005). “Design of buildings to resist progressive collapse.” Unified Facilities Criteria (UFC 4-023-03) Washington D.C.

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