Effect of gusset connection configurations on frame–gusset interaction in steel buckling‐restrained braced frame. (9th January 2019)

• Record Type: Journal Article
• Authors: Zhao, Junxian; Chen, Ruobing; Zhou, Yun; Yu, Haichao; Kong, Yuwen; Wang, Zhan; Dou, Miaoyuan; Shi, Yifan
• Is Part Of: Structural design of tall and special buildings. Volume 28:Number 5(2019)
• Page Start: n/a
• Page End: n/a
• Publication Date: 2019-01-09
• Subjects: buckling‐restrained brace -- frame action -- gusset connection -- hysteretic damper -- seismic performance; Tall buildings -- Design and construction -- Periodicals; Structural design -- Periodicals; 690.1
• DOI: 10.1002/tal.1584
• Languages: English
• ISSNs: 1541-7794

Abstract

Summary: Although buckling restrained braces (BRBs) are commonly applied in seismic buildings to mitigate structural damage, their performance was often limited by rupture of the corner gusset connections due to additional frame action. This issue may be resolved by alternative gusset connections to mitigate the frame–gusset interaction. In this study, commonly used procedures for design of the traditional gusset connection are reviewed, followed by a case study on the effect of frame action on the structural behavior of these gusset connections in steel frames with BRBs. Inspired by these analysis, two different strategies, aiming at releasing frame–gusset shear interaction using sliding gusset connection or reducing normal interaction using dual gusset plates, are tried to mitigate the frame action effects. Finite element analysis is conducted on steel frame subassemblages with/without BRBs to examine the effect of different gusset connections on the structural behavior of these framing systems. It shows that the sliding gusset connection shows beneficial effect in reducing the frame action, having much smaller stress responses on the gusset interfaces, as well as smaller shear force and plastic responses on the framing system. Thus, it becomes a promising gusset connection for improved seismic performance of the steel framing system with brace‐type dampers.