COMPARE THE BEHAVIOR FACTOR OF THE ULTIMATE RESISTANCE OF MOMENT FRAME, PLAIN AND PERFORATED STEEL PLATE SHEAR WALLS AND BUCKLING RESTRAINED BRACE AS YIELDING METAL DAMPER

Advances in Sciences and Technology

Peyman Beiranvand¹  Hamid Reza Ashrafi¹  Kasra Shahbazian¹  Somaye Yaghooti¹  Shaahin Bidmeshki¹ 

[1] Technical and Engineering Faculty, Razi University, Kermanshah, Iran;

关键词: behavior factor;    ultimate resistance;    steel plate shear walls;    buckling restrained brace;   

DOI  :  10.12913/22998624/61925

来源: DOAJ

【 摘 要 】

Steel moment frame systems, steel plate shear walls and also buckling restrained brace (BRB) are considered as the most widely used seismic resistant systems of the world. Firstly, in this research, in order to validate the finite element models, the tested sample of steel plate shear walls of 4 floors at the University of Alberta, Canada, and the tested sample of buckling restrained brace at the University of Berkeley California, with the software ABAQUS 6.10-1 were used. Then, the obtained results of the test and analysis have been compared. The confirmed models have been used for the analysis of two-dimensional frame of plain and perforated steel plate shear walls with a regular pattern of positing holes in the screen, buckling restrained brace and moment frame of 4 floors.

【 授权许可】

Unknown