Quantification of Slab Influences on the Dynamic Performance of RC Frames against Progressive Collapse-Reference-Cited by-同舟云学术

Quantification of Slab Influences on the Dynamic Performance of RC Frames against Progressive Collapse

Published:2015-02 Issue:1 Volume:29 Page:04014029
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Qian Kai¹,Li Bing²

Affiliation:

1. Research Fellow, Natural Hazards Research Centre (NHRC), Nanyang Technological Univ., Singapore 639798.

2. Associate Professor and Director, Natural Hazards Research Centre (NHRC), Nanyang Technological Univ., Singapore 639798 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0000488

Reference21 articles.

1. American Concrete Institute (ACI). (2008). “Building code requirements for structural concrete (ACI 318-08) and commentary (318R-08).” Detroit MI 456.

2. ASCE/Structural Engineering Institute (SEI). (2010). “Minimum design loads for buildings and other structures.” SEI 7 Reston VA.

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

4. CP 65. (1999). “Structural use of concrete Part 1. Code of practice for design and construction.” Singapore Standard Singapore.

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