Testing and Analysis on Progressive Collapse-Resistance Behavior of RC Frame Substructures under a Side Column Removal Scenario-Reference-Cited by-同舟云学术

Testing and Analysis on Progressive Collapse-Resistance Behavior of RC Frame Substructures under a Side Column Removal Scenario

Published:2016-10 Issue:5 Volume:30 Page:04016022
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Jian Hou¹,Li Song²,Huanhuan Liu³

Affiliation:

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

2. Associate Professor, School of Civil Engineering, Central South Univ., 22 Shaoshan South Rd., Changsha 410075, China (corresponding author).

3. Master Student, 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.1943-5509.0000873

Reference14 articles.

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

2. Approximations in Progressive Collapse Modeling

3. ASCE. (2010). “Minimum design loads for buildings and other structures.” SEI/ASCE 7-10 Reston VA.

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

5. GB (National Standard of the People’s Republic of China). (2010a). “Code for design of concrete structures.” GB50010-2010 Beijing.

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