Seismic Performance Evaluation for Steel Moment Frames-Reference-Cited by-同舟云学术

Seismic Performance Evaluation for Steel Moment Frames

Published:2002-04 Issue:4 Volume:128 Page:534-545
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Yun Seung-Yul¹,Hamburger Ronald O.²,Cornell C. Allin³,Foutch Douglas A.⁴

Affiliation:

1. Postdoctoral Research Associate, Civil and Environmental Engineering Dept., Univ. of Illinois, 205 N. Mathews Ave., Urbana, IL 61801.

2. Senior Vice President, EQE International Incorporated, Oakland, CA 94607-5500.

3. Professor, Civil Engineering Dept., Stanford Univ., Stanford, CA 94305-4020.

4. Professor, Civil and Environmental Engineering Dept., Univ. of Illinois, Urbana, IL 61801.

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%290733-9445%282002%29128%3A4%28534%29

Reference29 articles.

1. BSSC. (1997). “NEHRP guidelines for seismic rehabilitation of buildings.” Rep. No. FEMA-273 Federal Emergency Management Agency Washington D.C.

2. BSSC. (1998a). “1997 Edition: NEHRP recommended provisions for seismic regulations for new buildings and other structures part I—provisions.” Rep. No. FEMA-302 Federal Emergency Management Agency Washington D.C.

3. BSSC. (1998b). “1997 edition: NEHRP recommended provisions for seismic regulations for new buildings and other structures part 2—commentary.” Rep. No. FEMA 303 Federal Emergency Management Agency Washington D.C.

4. Probabilistic Basis for 2000 SAC Federal Emergency Management Agency Steel Moment Frame Guidelines

5. FEMA. (2000a). “Recommended seismic design criteria for new steel moment frame buildings.” Rep. No. FEMA-350 SAC Joint Venture Federal Emergency Management Agency Washington DC.

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