TY - JFULL AU - M. Reza Bagerzadeh Karimi and M. Ali Lotfollahi Yaghin and R. Mehdi Nezhad and V. Sadeghi and M. Aghabalaie PY - 2015/5/ TI - Seismic Behavior of Steel Structure with Buckling- Restrained Braces T2 - International Journal of Civil and Environmental Engineering SP - 502 EP - 511 VL - 9 SN - 1307-6892 UR - https://publications.waset.org/pdf/10003277 PU - World Academy of Science, Engineering and Technology NX - Open Science Index 100, 2015 N2 - One of the main purposes of designing bucklingrestrained braces is the fact that the entire lateral load is wasted by the braces, the entire gravitational load is moved to the foundation through the beams, and the columns can be moved to the foundation. In other words, braces are designed for bearing lateral load. In the implementation of the structure, it should be noted that the implementation of various parts of the structure must be conducted in such a way that the buckling-restrained braces would not bear the gravitational load. Moreover, this type of brace has been investigated under impact loading, and the design goals of designing method (direct motion) are controlled under impact loading. The results of dynamic analysis are shown as the relocation charts of the floors and switch between the floors. Finally, the results are compared with each other. ER -