Design and Behaviour of Eccentrically Braced Frames with Flexural Links-Reference-Cited by-同舟云学术

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Design and Behaviour of Eccentrically Braced Frames with Flexural Links

Published:1996 Issue: Volume: Page:233-237
ISSN:
Container-title:Advances in Steel Structures (ICASS '96)
language:
Short-container-title:

Author:

Jain Ashok,Koboevic Sanda,Redwood Richard

Publisher

Elsevier

Reference5 articles.

1. Limit states design of steel structures;CSA,1994

2. Associate Committee on the National Building Code;Nbcc,1995

3. Design and seismic response of shear critical eccentrically braced frames;Koboevic;Can. J. Civ. Eng,1996

4. ANSR-I General purpose computer program for analysis of nonlinear structural response;Mondkar,1975

5. Eccentrically braced frames: US practice;Popov;Engineering Journal, American Institute of Steel Construction,1989

Cited by 4 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. Study on the seismic performance of cold-formed thin-walled steel frame with K-shaped braced shear panel;Thin-Walled Structures;2023-03

2. Seismic performance evaluation of eccentrically braced frames with long links using FEMA P695 methodology;Engineering Structures;2022-05

3. Investigation of Steel Frames Equipped with Steel Eccentric Braces and Steel-Concrete Buckling-Restrained Braces Having Moment Link;The Open Construction and Building Technology Journal;2021-05-06

4. A review of research on steel eccentrically braced frames;Journal of Constructional Steel Research;2017-01

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