Performance of Steel Frames with Different Web Bolt Number and Arrangements in a Column-Loss Scenario-Reference-Cited by-同舟云学术

Performance of Steel Frames with Different Web Bolt Number and Arrangements in a Column-Loss Scenario

Published:2021-10 Issue:10 Volume:147 Page:04021150
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Lin Shentong¹,Wang Jinpeng¹,Qiao Huiyun²,Chen Yu³,Zhou Yang¹

Affiliation:

1. Doctoral Candidate, Structural Engineering, Fuzhou Univ., No. 2, Wulongjiang Rd., Fuzhou 350116, China.

2. Associate Professor, College of Civil Engineering, Fujian Univ. of Technology, No. 33, Xuefu South Rd., Fuzhou 350118, China.

3. Professor, College of Civil Engineering, Fuzhou Univ., No. 2, Wulongjiang Rd., Fuzhou 350116, 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.0003119

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3. GSA (General Service Administration). 2013. Alternate path analysis & design guidelines for progressive collapse resistance. Washington, DC: GSA.

4. Simplified theoretical model for prediction of catenary action incorporating strength degradation in axially restrained beams

5. A simplified model for axially restrained beams subject to extreme loading;Izzuddin B.;Int. J. Steel Struct.,2005

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