A novel hybrid strong-back system to improve the seismic performance of steel braced frames-Reference-Cited by-同舟云学术

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A novel hybrid strong-back system to improve the seismic performance of steel braced frames

Published:2024-05 Issue: Volume:84 Page:108482
ISSN:2352-7102
Container-title:Journal of Building Engineering
language:en
Short-container-title:Journal of Building Engineering

Author:

Soleymani Atefeh^ORCID,Saffari Hamed

Publisher

Elsevier BV

Reference65 articles.

1. Seismic performance of concentrically braced frames with and without brace buckling;Shen;Eng. Struct.,2017

2. Experimental and numerical investigation of strongback braced frame system to mitigate weak story behavior;S.B;J. Struct. Eng.,2018

3. Seismic performance of special concentric steel braced frames;Kumar;Structures,2019

4. Analytical and numerical studies on reducing lateral restraints in conventional & all steel Buckling Restrained Braces;Mortezagholi;J. Build. Eng.,2020

5. Studying the seismic behavior of gate braced frames by incremental dynamic analysis (IDA);Fanaie;J. Constr. Steel Res.,2014

Cited by 3 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. Ground motion parameters and damage correlation in plan irregular L-shape steel structure with BRB;Soil Dynamics and Earthquake Engineering;2024-11

2. A novel slit damper configuration to enhance ductility and seismic behavior of concentrically braced frames;Structures;2024-08

3. Seismic improvement of structures using hybrid self-centring dampers and rocking core;Structures;2024-03

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