Quasi-X-braced steel moment frames (QXB-MFs) evaluation using analytical and numerical methods
Author:
Publisher
Springer Science and Business Media LLC
Subject
Geophysics,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering
Link
https://link.springer.com/content/pdf/10.1007/s10518-023-01778-9.pdf
Reference52 articles.
1. Afsar Dizaj E, Fanaie N, Zarifpour A (2018) Probabilistic seismic demand assessment of steel frames braced with reduced yielding segment buckling restrained braces. Adv Struct Eng 21:1002–1020. https://doi.org/10.1177/1369433217737115
2. Andalib Z, Kafi MA, Kheyroddin A, Bazzaz M (2014) Experimental investigation of the ductility and performance of steel rings constructed from plates. J Constr Steel Res 103:77–88. https://doi.org/10.1016/j.jcsr.2014.07.016
3. Arzeytoon A, Toufigh V (2018) Experimental and numerical studies on ribbed bracing system. Struct Des Tall Spec Build 27:1–16. https://doi.org/10.1002/tal.1493
4. Bazzaz M, Kafi MA, Kheyroddin A et al (2014) Evaluating the seismic performance of off-centre bracing system with circular element in optimum place. Int J Steel Struct 14:293–304. https://doi.org/10.1007/s13296-014-2009-x
5. Bazzaz M, Andalib Z, Kafi MA, Kheyroddin A (2015a) Evaluating the performance of OBS-C-O in steel frames under monotonic load. Earthq Struct 8:699–712. https://doi.org/10.12989/eas.2015.8.3.699
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