Improving the behavior of concentrically braced frame braces using a flexural damper: Experimental and numerical study
Seong‐Hoon Jeong,
Ali Ghamari,
Akram Jawdhari
Abstract:SummaryAlthough the concentrically braced frames (CBFs) systems have high lateral elastic stiffness and strength, they reflect a low seismic energy absorption capacity mainly due to their diagonal buckling under compressive loading. To overcome this problem, researchers have proposed metallic shear damper as the most popular due to its satisfactory performance and affordable cost. In this paper, an innovative metallic damper with a flexural mechanism is proposed to improve the behavior of CBF systems. It provi… Show more
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