Investigating of the Seismic Behavior of the strap-braced Light-weight steel framing
سال انتشار: 1398
نوع سند: مقاله کنفرانسی
زبان: انگلیسی
مشاهده: 370
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شناسه ملی سند علمی:
ICIRES05_065
تاریخ نمایه سازی: 24 اسفند 1398
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