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
کلیدواژهها
نویسندگان
Pouya Amirchoupani
Phd, Department of Civil Engineering, University of Babol Technology, Iran, Babol, Iran
اکرم آسیان
گروه جغرافیا و برنامه ریزی شهری، دانشگاه آزاد اسلامی
Rasool Nodeh Farahani
Phd candidat , Department of Civil Engineering, University of Babol Technology, Iran, Babol, Iran
شیوه ارجاع
Amirchoupani, Pouya and Nodeh Farahani, Rasool,1400,Investigation of the behavior of light steel bracing frame under the effect of dynamic load of the earthquake far field,9th International Conference on Mechanics, Manufacturing, Industries and Civil Engineering,Tehran
ارائهشده در
مجموعه مقالات نهمین کنفرانس بین المللی مکانیک، ساخت، صنایع و مهندسی عمران29 مهر 1400 · تهران