Seismic Behavior of HSS Bracing Members according to Width–Thickness Ratio under Symmetric Cyclic Loading-Reference-Cited by-同舟云学术

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Seismic Behavior of HSS Bracing Members according to Width–Thickness Ratio under Symmetric Cyclic Loading

Published:2007-02 Issue:2 Volume:133 Page:264-273
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Han Sang-Wan¹²³,Kim Wook Tae¹²³,Foutch Douglas A.¹²³

Affiliation:

1. Associate Professor, Dept. of Architectural Engineering, Hanyang Univ., Seoul 133-791, Korea (corresponding author). E-mail: swhan@hanyang.ac.kr

2. Researcher, Samsung Engineering & Construction Company, Korea.

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana–Champaign, 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%3A2%28264%29

Reference15 articles.

1. Cyclic In‐Plane Buckling of Double Angle Bracing

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1. BUCKLING BEHAVIOR AND CYCLIC DEFORMATION CAPACITY OF CIRCULAR HOLLOW SECTION MEMBERS WITH 20 OF THE SLENDERNESS RATIO IN TRUSS TOWER STRUCTURES;Journal of Structural and Construction Engineering (Transactions of AIJ);2024-09-01

2. Evaluation of New Seismic provisions for special concentrically braced frames in AISC 341-22;Structures;2024-05

3. Unveiling the Seismic Performance of Concentrically Braced Steel Frames: A Comprehensive Review;Sustainability;2024-01-03

4. Plastic hinge rotations of steel braces estimated using improved physical theory models;Journal of Constructional Steel Research;2023-04

5. Impact of unique practice in concentrically braced frames on their seismic performance;Journal of Constructional Steel Research;2023-02

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