Seismic loading tests of full-scale two-story steel building frames with self-centering braces and buckling-restrained braces-Reference-Cited by-同舟云学术

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Seismic loading tests of full-scale two-story steel building frames with self-centering braces and buckling-restrained braces

Published:2019-07 Issue: Volume:140 Page:168-181
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Chou Chung-Che,Hsiao Chia-Hung,Chen Ze-Bang,Chung Ping-Ting,Pham Dinh-Hai

Funder

National Science Council

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference27 articles.

1. Properties of braces encased in buckling-restraining concrete and steel tube;Watanabe,1988

2. Experimental Responses of Large Scale Buckling Restrained Braced Frames;Tsai,2002

3. Steel buckling-restrained braced frames;Uang,2003

4. Seismic performance of buclking restrained braced framed systems;Mahin,2004

5. Seismic performance of special concentrically braced frames with buckling restrained braces;Roeder,2006

Cited by 32 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. Low temperature effect on cyclic behavior of shape memory alloy U-shaped dampers;Thin-Walled Structures;2024-08

2. Development and validation analysis of a steel-lead hybrid dual-yield BRB for multi-stage seismic energy dissipation;Thin-Walled Structures;2024-06

3. Development and experimental study of a new dual tee-section buckling-restrained brace;Thin-Walled Structures;2024-05

4. Cyclic behavior of self-centering RCFST column to beam joints with prefabricated connectors;Journal of Constructional Steel Research;2024-02

5. Hysteretic and seismic performance of disc spring-based self-centering viscous dampers for improved seismic resilience;Engineering Structures;2024-02

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