Title :
Finite element analysis on concrete capability of buckling restrained brace
Author :
Yanying, Dong ; Deguang, Meng ; Lishan, Zhang ; Tianzhi, Zhu
Author_Institution :
Urban Constr. Coll., Hebei Normal Univ. of Sci. & Technol., Qinhuangdao, China
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.
Keywords :
buckling; concrete; finite element analysis; ANSYS; buckling restrained brace; concrete capability; monotony loading; seismic design; three-dimensional nonlinear finite element analysis; Concrete; Electron tubes; Finite element methods; Loading; Steel; Strain; Stress; buckling restrained brace; concrete capability; dissipation capacity;
Conference_Titel :
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location :
Lushan
Print_ISBN :
978-1-4577-0289-1
DOI :
10.1109/ICETCE.2011.5775227
