شماره ركورد كنفرانس :
4891
عنوان مقاله :
Numerical Modeling of Wall-Stud Shear Panels for Analyzing Seismic Performance
Author/Authors :
Hatami S. Department of Civil Engineering - Yasouj University , Parvaneh A Department of Civil Engineering - Sharif University of Technology , Rahmani A Department of Civil Engineering - Islamic Azad University, Bushehr
كليدواژه :
Light steel framing , Shear wall panel , Seismic performance , Lateral strength , R-factor
عنوان كنفرانس :
نهمين كنگره بين المللي مهندسي عمران
چكيده فارسي :
فاقد چكيده فارسي
چكيده لاتين :
The cold formed steel frame sheathed with wood-based or gypsum-based panels named as shear wall
panel is a main lateral load bearing component in light steel houses. Seismic performance of shear wall
panels depends on racking strength and ductility of the shear wall. In this paper, a finite element model
has been developed to study the seismic performance of shear wall panels based on pushover analysis of
the wall. The finite element model has been validated with the experimental results of different
experimental tests. Using the validated model, a parametric study has been performed to determine
strength, ductility and force reduction factor of shear wall panels with different wall properties such as
span width, type of sheathing material, thickness of frame members and screw spacing
