Evaluation of 3D Steel Moment Frames under Earthquake Excitations. I: Modeling-Reference-Cited by-同舟云学术

Evaluation of 3D Steel Moment Frames under Earthquake Excitations. I: Modeling

Published:2007-03 Issue:3 Volume:133 Page:462-470
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Liao Kuo-Wei¹²³,Wen Yi-Kwei¹²³,Foutch D. A.¹²³

Affiliation:

1. Assistant Professor of Civil Engineering, Tamkang Univ., E725, 151 Ying-chuan Rd., Tamsui, Taipei, Taiwan; formerly, Research Assistant, Univ. of Illinois at Urbana-Champaign, Urbana, IL 61801.

2. Professor of Civil Engineering, Univ. of Illinois at Urbana-Champaign, 3129 Newmark Civil Engineering Laboratory, 205 N. Mathews Ave., Urbana, IL 61801.

3. Professor of Civil Engineering, Univ. of Illinois at Urbana-Champaign, USA 3129b Newmark Civil Engineering Laboratory, 205 N. Mathews Ave., 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%282007%29133%3A3%28462%29

Reference24 articles.

1. AISC. (2002). “Seismic provisions for structural steel buildings.” ANSI/AISC 341-02 Chicago.

2. Random Vibration of Degrading, Pinching Systems

3. Random vibration hysteretic, degrading systems;Baber T. T.;J. Engrg. Mech. Div.,1981

4. FEMA. (1997). “Connection test summaries.” Rep. No. FEMA-289 Washington D.C.

5. FEMA. (2000a). “Recommended seismic design criteria for new steel moment-frame buildings.” Rep. No. FEMA-350 Washington D.C.

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