2011•Unpublished venueRequires access

Finite element analysis on concrete capability of buckling restrained brace

Dong Yanying, Meng Deguang, Zhang Lishan, Tianzhi Zhu

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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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What this paper is about

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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Available 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.

Key concepts: Brace, Buckling, Structural engineering, Finite element method, Dissipation, Nonlinear system, Engineering, Physics

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