Noncasing Brace for Seismic Retrofit Using Low Yield Point Steel: Seismic Performance, Feasibility, and Design Procedure-Reference-Cited by-同舟云学术

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Noncasing Brace for Seismic Retrofit Using Low Yield Point Steel: Seismic Performance, Feasibility, and Design Procedure

Published:2024-09 Issue:9 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Kim Seon-Hu¹,Bae Chang-Jun²,Lee Cheol-Ho³^ORCID

Affiliation:

1. Assistant Professor, School of Architecture, Chonnam National Univ., Gwangju 61186, Republic of Korea.

2. Graduate Student, Dept. of Architecture and Architectural Engineering, Seoul National Univ., Seoul 08826, Republic of Korea.

3. Professor, Dept. of Architecture and Architectural Engineering, Seoul National Univ., Seoul 08826, Republic of Korea (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-13328

Reference46 articles.

1. Rate-dependent model for simulating the hysteretic behavior of low-yield stress buckling-restrained braces under dynamic excitations

2. Experimental and numerical investigation of low-yield-strength (LYS) steel plate shear walls under cyclic loading

3. Cyclic behavior of low yield point steel shear walls

4. Experimental study of low-yield-point steel plate shear wall under in-plane load

5. Seismic response of MR steel frames with low-yield steel shear panels

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