Finite element analysis on concrete capability of buckling restrained brace
Dong Yanying, Meng Deguang, Zhang Lishan, Tianzhi Zhu
Abstract
Dong Yanying, Meng Deguang, Zhang Lishan, Tianzhi Zhu
Abstract
Three-dimensional nonlinear finite element analysis was processed to Buckling Restrained Brace under monotony loading with ANSYS. It was qualitatively analyzed how to determine the concrete grade and area in order to satisfy the dissipation capability of Buckling Restrained Brace. The theory foundation is afforded for seismic design of buckling restrained brace frame.
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Three-dimensional nonlinear finite element analysis was processed to Buckling Restrained Brace under monotony loading with ANSYS. It was qualitatively analyzed how to determine the concrete grade and area in order to satisfy the dissipation capability of Buckling Restrained Brace. The theory foundation is afforded for seismic design of buckling restrained brace frame.
Key concepts: Brace, Buckling, Structural engineering, Finite element method, Dissipation, Nonlinear system, Engineering, Physics