Displacement Control of Existing Steel Moment-Resisting Frame Structures Using Buckling-Restrained Braces-Reference-Cited by-同舟云学术

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Displacement Control of Existing Steel Moment-Resisting Frame Structures Using Buckling-Restrained Braces

Published:2024-01-22 Issue:10 Volume:28 Page:2742-2762
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

Sok An¹,Yamada Satoshi¹,Iyama Jun¹

Affiliation:

1. Department of Architecture, The University of Tokyo, Tokyo, Japan

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/13632469.2024.2303592

Reference33 articles.

1. Akiyama, H. 1985. Earthquake-Resistant Limit-State Design for Buildings. Tokyo: University of Tokyo press.

2. Akiyama, H. 1999. Earthquake-Resistant Design Method for Buildings Based on Energy Balance. Tokyo: Gihodo Shuppan.

3. Evaluation of buckling-restrained braced frame seismic performance considering reserve strength

4. ASCE (American Society of Civil Engineers). 2017. Minimum Design Loads and Associated Criteria for Buildings and Other Structures.

5. BCJ (The Building Center of Japan). 2016. The Building Standard Law of Japan. Tokyo: The Building Center of Japan.

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