Experimental and Numerical Investigation on Progressive Collapse Resistance of Post-Tensioned Precast Concrete Beam-Column Subassemblages-Reference-Cited by-同舟云学术

Experimental and Numerical Investigation on Progressive Collapse Resistance of Post-Tensioned Precast Concrete Beam-Column Subassemblages

Published:2020-09 Issue:9 Volume:146 Page:04020170
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Qian Kai¹,Liang Shi-Lin²,Feng De-Cheng³^ORCID,Fu Feng⁴^ORCID,Wu Gang⁵

Affiliation:

1. Professor, Guangxi Key Laboratory of New Energy and Building Energy Saving, Guilin Univ. of Technology, Guilin 541004, China.

2. Research Student, College of Civil Engineering and Architecture, Guangxi Univ., Nanning 530004, China.

3. Assistant Professor, School of Civil Engineering, Southeast Univ., 2 Sipailou, Nanjing 210096, China. ORCID: .

4. Senior Lecturer in Structural Engineering, School of Mathematics, Computer Science and Engineering, City, Univ. of London, London EC1V0HB, UK; Professor, Guangxi Key Laboratory of New Energy and Building Energy Saving, Guilin Univ. of Technology, Guilin 541004, China. ORCID: .

5. Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast Univ., 2 Sipailou, Nanjing 210096, China (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

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0002714

Reference37 articles.

1. Performance of Precast Concrete Beam-to-Column Connections Subject to Cyclic Loading

2. Experimental investigation of tri-axial self-centering reinforced concrete frame structures through shaking table tests

3. Effects of High-Strength Concrete on Progressive Collapse Resistance of Reinforced Concrete Frame

4. Cover Image

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