Effects of Panel Zone Strength and Beam Web Connection Method on Seismic Performance of Reduced Beam Section Steel Moment Connections-Reference-Cited by-同舟云学术

Effects of Panel Zone Strength and Beam Web Connection Method on Seismic Performance of Reduced Beam Section Steel Moment Connections

Published:2005-12 Issue:12 Volume:131 Page:1854-1865
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Lee Cheol-Ho¹²²³,Jeon Sang-Woo¹²²³,Kim Jin-Ho¹²²³,Uang Chia-Ming¹²²³

Affiliation:

1. Associate Professor, Dept. of Architecture, Seoul National Univ., Seoul 151-742, Korea (corresponding author).

2. Research Engineer, Research Institute of Industrial Science and Technology, Kyung-gi 455-810, Korea.

3. Professor, Dept. of Structural Engineering, Univ. of California at San Diego, La Jolla, CA 92093-0085.

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%282005%29131%3A12%281854%29

Reference24 articles.

1. American Institute of Steel Construction (AISC). (1997 and 2002). Seismic provisions for structural steel buildings American Institute of Steel Construction Chicago.

2. Ductile Steel Beam-to-Column Connections for Seismic Resistance

3. Cyclic Response and Design Recommendations of Reduced Beam Section Moment Connections with Deep Columns

4. Choi J. H. Stojadinovic B. and Goel S. C. (2000). “Development of free flange moment connection.” Technical Rep. No. UMCEE 00-15 Dept. of Civil and Environmental Engineering Univ. of Michigan Ann Arbor Mich.

5. Panel zone yielding in steel moment connections;El-Tawil S.;Eng. J.,2000

Cited by 100 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Numerical Investigation of the Beam Web Weakening Pattern Impact On the Seismic Behavior of the Steel Beam-Column Connection;Journal of Civil Engineering Researchers;2024-06-27

2. Numerical investigations of earthquake resilient beam‐to‐column joints with replaceable BRFCPs using different restraint plates;Earthquake Engineering and Resilience;2024-06

3. Experimental Study on Hysteretic Performance of Steel Moment Connection with Buckling-Restrained Dog-Bone Beam Sections;Buildings;2024-03-12

4. Determining the Optimal Cutting Geometry of RBS Connection to Enhance Seismic Behavior in Steel Moment Frames;Lecture Notes in Civil Engineering;2024

5. Experimental Study on a Single-Sided Column–Tree Connection with a Replaceable Buckling-Restrained Cover Plate at a Bottom Flange;Journal of Structural Engineering;2023-11