Three-Dimensional Effects and Collapse Resistance Mechanisms in Steel Frame Buildings-Reference-Cited by-同舟云学术

Three-Dimensional Effects and Collapse Resistance Mechanisms in Steel Frame Buildings

Published:2014-08 Issue:8 Volume:140 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Li Honghao¹,El-Tawil Sherif²

Affiliation:

1. Assistant Professor, School of Civil Engineering, Harbin Institute of Technology, Harbin, Heilongjiang 150090, P.R. China; formerly, Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Univ. of Michigan, Ann Arbor, MI 48109-2125. Email: drhonghaoli@gmail.com

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of Michigan, Ann Arbor, MI 48109-2125 (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.0000839

Reference31 articles.

1. ANSI/AISC 358-10. (2010). Prequalified connections for special and intermediate steel moment frames for seismic applications American Institute of Steel Construction Chicago IL.

2. Progressive Collapse Resistance of Steel-Concrete Composite Floors

3. Approximations in Progressive Collapse Modeling

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

5. Macromodel-Based Simulation of Progressive Collapse: RC Frame Structures

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