DocumentCode
3236055
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
fYear
2011
fDate
22-24 April 2011
Firstpage
360
Lastpage
362
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;
fLanguage
English
Publisher
ieee
Conference_Titel
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location
Lushan
Print_ISBN
978-1-4577-0289-1
Type
conf
DOI
10.1109/ICETCE.2011.5775227
Filename
5775227
Link To Document