Simplified Models of Progressive Collapse Response and Progressive Collapse-Resisting Capacity Curve of RC Beam-Column Substructures-Reference-Cited by-同舟云学术

Simplified Models of Progressive Collapse Response and Progressive Collapse-Resisting Capacity Curve of RC Beam-Column Substructures

Published:2014-08 Issue:4 Volume:28 Page:04014008
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Jian Hou¹,Zheng Yang²

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Xi’an Jiaotong Univ., No. 28, Xianning West Rd., Xi’an, Shaanxi 710049, China (corresponding author).

2. Professor, Dept. of Civil Engineering, Xi’an Jiaotong Univ., Xi’an 710049, China.

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.1943-5509.0000492

Reference18 articles.

1. Approximations in Progressive Collapse Modeling

2. ASCE. (2005). “Minimum design loads for buildings and other structures.” SEI/ASCE 7-05 Reston VA.

3. Rotational capacity of reinforced concrete beams;Corley W. G.;J. Struct. Div.,1966

4. Department of Defense (DoD). (2005). Unified facilities criteria design of buildings to resist progressive collapse Washington DC.

5. FEMA. (1996). “The Oklahoma City bombing: Improving building performance through multi-hazard mitigation.” FEMA Rep. 277 Washington DC.

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