Research on the Application of BRBs in Seismic Resistance of Bridge

Author:

Li Xiaoli12,Zou Jina12,Zhao Yuemin12,Wang Dongsheng3

Affiliation:

1. Institute of Road and Bridge Engineering, Dalian Maritime University, Dalian 116026, China

2. Liaoning Key Laboratory of Marine Environment Bridge and Tunnel Engineering, Dalian 116026, China

3. School of Civil and Transportation Engineering, Hebei University of Technology, Tianjin 300401, China

Abstract

The beneficial effects of buckling-restrained braces (BRBs) in bridge engineering have attracted widespread attention in recent years. Firstly, this paper introduces the basic working mechanism of traditional BRBs, and the new forms and new materials of BRBs are also being studied. Secondly, the responses and performances of BRBs applied to (piers) girder bridges, cable-stayed bridges, and arch bridges are systematically studied. Besides, studies on the connection nodes between BRBs and structures have been paid more and more attention. By comparing and analyzing the damping effect of BRBs alone and that of BRBs with other seismic isolation devices on a bridge, it is determined that a reasonable BRB layout can effectively improve the seismic performance of the bridge with better energy dissipation capacity and load-carrying capacity than other components, but they are less used in practice and do not have mature specifications to be applied on different bridges. Finally, the following trends in BRB development in bridge research are discussed: the diversity of BRB forms, applications of BRB, node connection security, and combined damping measures. These areas should be explored through in-depth theoretical and experimental research.

Funder

National Natural Science Foundation of China

Publisher

MDPI AG

Subject

General Materials Science

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