Progressive Collapse Analysis for Steel-Braced Frames Considering Vierendeel Action

Author:

Qiao Huiyun1,Luo Caisong2,Wei Jianpeng3,Chen Yu4

Affiliation:

1. Lecturer, College of Civil Engineering, Fujian Univ. of Technology, Fuzhou, Fujian Province 350118, China; Fujian Provincial Key Laboratory of Advanced Technology and Informatization in Civil Engineering, Fujian Univ. of Technology, Fuzhou, Fujian Province 350118, China (corresponding author).

2. Senior Experimentalist, College of Civil Engineering, Fujian Univ. of Technology, Fuzhou, Fujian Province 350118, China; Fujian Provincial Key Laboratory of Advanced Technology and Informatization in Civil Engineering, Fujian Univ. of Technology, Fuzhou, Fujian Province 350118, China.

3. Ph.D. Candidate, School of Civil Engineering, Xi’an Univ. of Architecture and Technology, Xi’an, Shanxi Province 710055, China.

4. Professor, College of Civil Engineering, Fuzhou Univ., Fuzhou, Fujian Province 350116, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference25 articles.

1. Strengthening of Horizontal Bracing on Progressive Collapse Resistance of Multistory Steel Moment Frame

2. STRAIN-HARDENING AND STRAIN-RATE EFFECTS IN THE IMPACT LOADING OF CANTILEVER BEAMS

3. Experimental testing and numerical modelling of steel moment-frame connections under column loss

4. Strain rate behaviour in tension of S355 steel: Base for progressive collapse analysis

5. Johnson G. R. and W. H. Cook. 1983. “A constitutive model and data for metals subjected to large strains high strain rates and high temperatures.” In Proc. 7th Int. Symp. on Ballistics 541–547. The Hague Netherlands: Koninklijk Instituut van Ingenieurs.

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