Computer-Aided Assessment of Progressive Collapse of Reinforced Concrete Structures according to GSA Code-Reference-Cited by-同舟云学术

Computer-Aided Assessment of Progressive Collapse of Reinforced Concrete Structures according to GSA Code

Published:2013-10 Issue:5 Volume:27 Page:529-539
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Helmy Huda¹,Salem Hamed²,Mourad Sherif³

Affiliation:

1. Senior Structural Engineer, Egypt Branch, Applied Science International, 103 Almen St., Agoza, Giza, Egypt (corresponding author).

2. Associate Professor, Dept. of Structural Engineering, Cairo Univ., Giza, Egypt.

3. Professor, Dept. of Structural Engineering, Cairo Univ., Giza, Egypt.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000350

Reference17 articles.

1. American Concrete Institute (ACI). (2008). “Building code requirements for structural concrete and commentary.” ACI 318-08 Farmington Hills MI.

2. Extreme Loading for Structures 3.1 [Computer software]. Raleigh NC Applied Science International.

3. General Services Administration (GSA). (2003). “Progressive collapse design guide line.” General Services Administration Washington DC.

4. Helmy H. Salem H. and Tageldin H. (2009). “Numerical simulation of Charlotte Coliseum Demolition using the applied element method.” Proc. USNCCM-10 Conf. The University of Ohio State Columbus OH.

5. The deformational behavior and constitutive equation of concrete using the elasto-plastic and fracture model;Maekawa K.;J. Faculty Eng. Univ. Tokyo (B),1983

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