Progressive Collapse Resistance of Posttensioned Concrete Beam-Column Subassemblages with Unbonded Posttensioning Strands-Reference-Cited by-同舟云学术

Progressive Collapse Resistance of Posttensioned Concrete Beam-Column Subassemblages with Unbonded Posttensioning Strands

Author:

Qian Kai¹,Liu Yi²,Yang Tao³,Li Bing⁴

Affiliation:

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

2. Ph.D. Candidate, College of Civil Engineering and Architecture, Guangxi Univ., Nanning 530004, China.

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

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

Reference20 articles.

3. DoD (U.S. Department of Defense). (2009). “Design of building to resist progressive collapse.” UFC 4-023-03 Washington DC.

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