Load-Carrying Mechanism to Resist Progressive Collapse of RC Buildings-Reference-Cited by-同舟云学术

Load-Carrying Mechanism to Resist Progressive Collapse of RC Buildings

Published:2015-02 Issue:2 Volume:141 Page:04014107
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Qian Kai¹,Li Bing²,Ma Jia-Xing³

Affiliation:

1. Associate Professor, Hunan Univ., Changsha, China; formerly, Research Fellow, Natural Hazards Research Center, Nanyang Technological Univ., 50 Nanyang Ave., Singapore 639798.

2. Director, Natural Hazards Research Center, Nanyang Technological Univ., 50 Nanyang Ave., Singapore 639798 (corresponding author).

3. Ph.D. Candidate, School of Civil and Environmental Engineering, Nanyang Technological Univ., 50 Nanyang Ave., 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.0001046

Reference21 articles.

1. Study of Mitigation Strategies for Progressive Collapse of a Reinforced Concrete Commercial Building

2. ACI Committee 318-08. (2008). “Building code requirements for structural concrete (ACI 318-08) and commentary (318R-08).” Farmington Hills MI 433.

3. ASCE/SEI. (2010). Minimum design loads for buildings and other structures Reston VA.

4. Membrane action of unrestrained lightly reinforced concrete slabs at large displacements

5. Simplified and advanced analysis of membrane action of concrete slab;Bailey C. G.;ACI Struct. J.,2008

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