%0 Journal Article
	%A M. Reza Bagerzadeh Karimi and  M. Ali Lotfollahi Yaghin and  R. Mehdi Nezhad and  V. Sadeghi and  M. Aghabalaie
	%D 2015
	%J International Journal of Civil and Environmental Engineering
	%B World Academy of Science, Engineering and Technology
	%I Open Science Index 100, 2015
	%T Seismic Behavior of Steel Structure with Buckling- Restrained Braces
	%U https://publications.waset.org/pdf/10003277
	%V 100
	%X 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.
	%P 503 - 511