Investigation of Progressive Collapse-Resisting Capability of Steel Moment Frames Using Push-Down Analysis-Reference-Cited by-同舟云学术

Investigation of Progressive Collapse-Resisting Capability of Steel Moment Frames Using Push-Down Analysis

Published:2009-10 Issue:5 Volume:23 Page:327-335
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Kim Taewan¹²³,Kim Jinkoo¹²³,Park Junhee¹²³

Affiliation:

1. Assistant Professor, Kangwon National Univ., 192-1 Hyoja2-dong, Chuncheon 200-701, Korea.

2. Professor, Sungkyunkwan Univ., 300 Cheoncheon-dong, Suwon 440-746, Korea (corresponding author).

3. Graduate Student, Sungkyunkwan Univ., 300 Cheoncheon-dong, Jangan-gu, Suwon 440-746, Korea.

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%290887-3828%282009%2923%3A5%28327%29

Reference17 articles.

1. American Concrete Institute. (2002). “Building code requirements for structural concrete (ACI 318-02) and commentary (ACI 318R-02).” ACI 318 Farmington Hills Mich.

2. American Institute of Steel Construction (AISC). (2000). Load resistance factor design specification for structural steel buildings Chicago.

3. ASCE. (2005). “Minimum design loads for buildings and other structures.” ASCE 7–05 New York.

4. European Committee for Standardization. (2002). “Actions on structures.” Eurocode 1 Brussels Belgium.

5. Federal Emergency Management Agency. (1997). “NEHRP guidelines for the seismic rehabilitation of buildings.” FEMA 273 Washington D.C.

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