Numerical Study on the Seismic Behavior of Eccentrically Braced Composite Frames with a Vertical Low-Yield-Point Steel Shear Link

An eccentrically braced composite frame with a low-yield-point (LYP) steel shear link is an efficient energy dissipation system that exhibits good mechanical properties. However, existing experimental studies have not fully demonstrated the superiority and applicability of the structural system. We...

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Главные авторы:	Liang-Dong Zhuang, Ji-Zhi Zhao
Формат:	Artigo
Язык:	Inglês
Опубликовано:	MDPI AG 2022-09-01
Серии:	Buildings
Предметы:	composite frame shear link finite element study low-yield-point steel sensitivity analysis
Online-ссылка:	https://www.mdpi.com/2075-5309/12/9/1359
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