Seismic behavior of double-HSS links for eccentrically braced frames-Reference-Cited by-同舟云学术

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Seismic behavior of double-HSS links for eccentrically braced frames

Published:2021-07 Issue: Volume:239 Page:112297
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Park KyoungSub,Price Brandon,Jiansinlapadamrong Chatchai,Chao Shih-Ho

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference33 articles.

1. Roeder CW, Popov EP. Inelastic Behavior of Eccentrically Braced Steel Frames Under Cyclic Loading. EERC Report No. 77-18, University of California, Berkeley, CA; 1977.

2. American Institute of Steel Construction (AISC). Seismic Design Manual, 3rd ed.; 2018.

3. On design of eccentrically braced frames;Engelhardt;Earthq Spectra,1989

4. Engelhardt MD, Popov EP. Behavior of Long Links in Eccentrically Braced Frames, UCB/EERC-89/01, Earthquake Engineering Research Center, University of California, Berkeley, CA; 1989.

5. American Institute of Steel Construction (AISC). Seismic Provisions for Structural Steel Buildings. ANSI/AISC 341-16, Chicago, IL; 2016.

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. Enhancing the cyclic performance of shear links using longitudinal stiffeners;Journal of Constructional Steel Research;2023-12

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