Performance of Precast Concrete Substructures with Dry Connections to Resist Progressive Collapse-Reference-Cited by-同舟云学术

Performance of Precast Concrete Substructures with Dry Connections to Resist Progressive Collapse

Published:2018-04 Issue:2 Volume:32 Page:04018005
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Qian Kai¹,Li Bing²

Affiliation:

1. Professor, College of Civil Engineering and Architecture, Guangxi Univ., Nanning 530004, China.

2. Associate Professor, School of Civil and Environmental Engineering, Nanyang Technological Univ., Singapore 639798 (corresponding author).

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.1943-5509.0001147

Reference26 articles.

1. Precast concrete members with welded plate connections under reversed cyclic loading;Ersoy U.;Eng. Struct.,1993

2. Blast damaged residual axial capacity of reinforced concrete columns;Li B.;J. Perform. Constr. Facil.,2012

3. An improved tie force method for progressive collapse resistance design of reinforced concrete frame structures

4. Progressive Collapse Resistance Demand of RC Frames under Catenary Mechanism

5. Main J. A. Bao Y. H. Lew H. S. and Sadek F. (2014). “Robustness of precast concrete frames: Experimental and computational studies.” Structures Congress ASCE Reston VA 2210–2220.

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