Response modification factors of buckling-restrained braced frames designed according to the Egyptian code-Reference-Cited by-同舟云学术

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Response modification factors of buckling-restrained braced frames designed according to the Egyptian code

Published:2018-12 Issue:4 Volume:57 Page:2851-2864
ISSN:1110-0168
Container-title:Alexandria Engineering Journal
language:en
Short-container-title:Alexandria Engineering Journal

Author:

Abou-Elfath Hamdy^ORCID,Shamel Fahmy Ahmed,Mohamed Khalifa Khaled

Publisher

Elsevier BV

Subject

General Engineering

Reference21 articles.

1. Seismic testing and performance of buckling-restrained bracing systems;Tremblay;Can. J. Civ. Eng.,2006

2. Seismic response and performance of buckling-restrained braced frames;Fahnestock;J. Struct. Eng.,2007

3. Design procedures for buildings incorporating hysteretic damping devices;Clark,1999

4. Development and Experimental Validation of Self-centering Buckling-restrained Braces with Shape Memory Alloy;Miller,2011

5. Global restraint in ultra-lightweight buckling-restrained braces;Dusicka;J. Compos. Construct.,2013

Cited by 12 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. Proposed Reliable Peak Component Factors for Ductile Light NSCs Subjected to Horizontal Ground Motions;2024-07-29

2. A critical review on buckling restrained braces;Journal of the Croatian Association of Civil Engineers;2024-01

3. A review of buckling-restrained braced frames for seismic protection of structures;Physics and Chemistry of the Earth, Parts A/B/C;2022-12

4. Response of reinforced concrete structures designed before and after 2015 Nepal earthquake;Journal of Building Pathology and Rehabilitation;2022-11-21

5. Assessment on the deflection amplification factor of steel buckling-restrained bracing frames;Advances in Structural Engineering;2021-09-23

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