Numerical Simulation and Design of Progressive Collapse of Steel Frame Composite Structures Considering Falling-Floors Impact

Author:

Guo Yuxu1,Chen Kang2ORCID,Dai Zheng3,Yang Bo4ORCID,Alqawzai Shagea5ORCID,Kong Deyang6

Affiliation:

1. Ph.D. Candidate, School of Civil Engineering, Chongqing Univ., 83 Shapingba, Chongqing 400045, PR China.

2. Assistant Professor, Dept. of Civil Engineering, Xi’an Jiaotong-Liverpool Univ., 111 Ren’ai Rd., Suzhou, Jiangsu 215123, PR China. ORCID: .

3. School of Civil Engineering, Chongqing Univ., 83 Shapingba, Chongqing 400045, PR China.

4. Professor, School of Civil Engineering, Chongqing Univ., 83 Shapingba, Chongqing 400045, PR China (corresponding author). ORCID: .

5. Ph.D. Candidate, School of Civil Engineering, Chongqing Univ., 83 Shapingba, Chongqing 400045, PR China. ORCID: .

6. Research Fellow, Dept. of Civil and Environmental Engineering, National Univ. of Singapore, E1A-02-16, 1 Engineering Dr. 2, Singapore 117576.

Publisher

American Society of Civil Engineers (ASCE)

Reference44 articles.

1. Simplified progressive collapse simulation of RC frame–wall structures

2. Experimental Study on the Progressive Collapse Resistance of a Two-Story Steel Moment Frame

3. Experimental tests on composite beam-column joint with WUF-B connection subjected to impact loads

4. Demonceau J. F. 2008. “Steel and composite building frames: Sway response under conventional loading and development of membrane effects in beams further to an exceptional action.” Doctoral thesis Dept. of Architecture Geology Environment and Constructions Univ. of Liege.

5. Effect of gravity framing on the overstrength and collapse capacity of steel frame buildings with perimeter special moment frames

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