Finite Element Parametric Study of Reduced Length Buckling Restrained Brace Using Low Yield Point Steel-Reference-Cited by-同舟云学术

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Finite Element Parametric Study of Reduced Length Buckling Restrained Brace Using Low Yield Point Steel

Published:2022-10-27 Issue:5 Volume:34 Page:259-267
ISSN:1226-363X
Container-title:Journal of Korean Society of Steel Construction
language:en
Short-container-title:kjoss

Author:

Kim Do Young,Alemayehu Robel Wondimu,Ju Young K.,Oh Jintak

Funder

Ministry of Science and ICT, South Korea

National Research Foundation of Korea

Publisher

Korean Society of Steel Construction

Subject

General Medicine

Reference15 articles.

1. Application of buckling-restrained braces to earthquake-resistant design of buildings: A review

2. State of the art of buckling-restrained braces in Asia

3. Hysteretic performance of all-steel assembled double-cores buckling-restrained braces using Q195 low-yield core

4. Analytical and Experimental Studies on All-Steel Buckling Restrained Brace with Double Steel Tubes

5. A Study on the Hysteretic Characteristics of Hybrid Steel Damper System Using the High Ductile Low-Yield-Point Steel

Cited by 1 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 Study on Structural Behaviors of Low-Yield Point Steel Plate Shear Wall;Journal of Korean Society of Steel Construction;2023-12-27

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