چکیده مقاله
This paper presents a nonlinear finite element analysis in order to optimize the seismic of strap braced Light weight steel framing Light weight steel framing structures During earthquakes receive the amount of small lateral force due to their lightweight In order to investigate the seismic behavior of these buildings, Initially a Strap braced cold formed steel framing to the dimensions of 2 4×2 4 m is Analyzed using the finite element ANSYS software and the results are compared with the experimental model Then consider the three other models than Strap brace, we obtain the most optimal braced mode According to the results, the strap brace with brackets in four interior corners of the frame showed better performance than other braced frames
نویسندگان
R. Nodeh Farahani
Phd candidate,Department of Civil Engineering, University of Babol Technology, IranBabol, Iran
Mohammad. H Taghavi Parsa
Phd student,Department of Civil Engineering, University of Qom Qom, Iran
شیوه ارجاع
Nodeh Farahani, R. and Taghavi Parsa, Mohammad. H,1398,Investigating of the Seismic Behavior of the strap-braced Light-weight steel framing,5th International Conference on Innovation and Research in Engineering Sciences
ارائهشده در
مجموعه مقالات پنجمین کنفرانس بین المللی نوآوری و تحقیق در علوم مهندسی10 اسفند 1398