Seismic Design of Rib-Reinforced Steel Moment Connections based on Equivalent Strut Model-Reference-Cited by-同舟云学术

Seismic Design of Rib-Reinforced Steel Moment Connections based on Equivalent Strut Model

Published:2002-09 Issue:9 Volume:128 Page:1121-1129
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Lee Cheol-Ho¹

Affiliation:

1. Professor, Dept. of Architectural Engineering, Kyungnam Univ., Masan, South Korea, 631-701.

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%3A9%281121%29

Reference11 articles.

1. Bruneau M. Uang C.-M. and Whittaker A. (1998). “Ductile design of steel structures.” Design of ductile moment-resisting frames MaGraw-Hill New York 273–380.

2. Ultimate strength consideration for seismic design of the reduced beam section (internal plastic hinge).;Iwankiw N.;Eng. J.,1997

3. Analytical Modeling of Dual Panel Zone in Haunch Repaired Steel MRFs

4. Lee C.-H. and Uang C.-M. (2000). “Analytical modeling of seismic steel moment connections with welded straight haunch.” Proc. SEEBUS 2000 Kyoto Japan 31–140.

5. Analytical Modeling and Seismic Design of Steel Moment Connections with Welded Straight Haunch

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