Robustness of Bolted-Angle Connections against Progressive Collapse: Experimental Tests of Beam-Column Joints and Development of Component-Based Models-Reference-Cited by-同舟云学术

Robustness of Bolted-Angle Connections against Progressive Collapse: Experimental Tests of Beam-Column Joints and Development of Component-Based Models

Published:2013-09 Issue:9 Volume:139 Page:1498-1514
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Yang Bo¹,Tan Kang Hai²

Affiliation:

1. Assistant Professor, College of Civil Engineering, Chongqing Univ., Chongqing, 400044, China; formerly, Ph.D. Candidate, School of Civil and Environmental Engineering, Nanyang Technological Univ., Singapore 639798 (corresponding author).

2. Professor, School of Civil & Environmental Engineering, Nanyang Technological Univ., Singapore 639798.

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.0000749

Reference29 articles.

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3. Static and Cyclic Performance of Semirigid Steel Beam‐to‐Column Connections

4. Demonceau J. F. (2008). “Steel and composite frames: Sway response under conventional loading and development of membrane effects in beams further to an exceptional action.” Ph.D. thesis Civil and Environmental Engineering Univ. of Liege Liege Belgium.

5. Dept. of Defense (DoD). (2009). “Design of buildings to resist progressive collapse.” Unified Facilities Criteria 4-023-03 Washington DC.

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