Steel Plate Shear Walls in recent decades as a lateral load resisting system of buildings, especially tall buildings have been discussed. Using this system in tall buildings requires a detailed analysis on behavior of Steel Plate Shear Walls. In tall buildings, bending deformations are more effective. So in this research, three-story Steel Plate Shear Walls are analyzed by modified - slop deflection method which considers bending deformations. The plates in this system are equaled by diagonal springs. Plate - frame interaction method is used for calculating plate stiffness. The process of analysis is conducted in a programming language in order to reduce analysis time. Analytical results in compare with finite element analysis show incorrect assumption in plate - frame interaction method for making complete diagonal tension field in post-buckling phase should be modified. After modifying, analytical results in compare with finite element analysis show good coincidence.
Gholhaki,M. and Ebrahimi Sabet,Z. (2013). Analytical and Numerical Study on Bending and Shear Effects of Steel Plate Shear Walls. Journal of Steel & Structure, 7(14), 33-43. doi: 10.22034/jss.2013.238853
MLA
Gholhaki,M. , and Ebrahimi Sabet,Z. . "Analytical and Numerical Study on Bending and Shear Effects of Steel Plate Shear Walls", Journal of Steel & Structure, 7, 14, 2013, 33-43. doi: 10.22034/jss.2013.238853
HARVARD
Gholhaki M., Ebrahimi Sabet Z. (2013). 'Analytical and Numerical Study on Bending and Shear Effects of Steel Plate Shear Walls', Journal of Steel & Structure, 7(14), pp. 33-43. doi: 10.22034/jss.2013.238853
CHICAGO
M. Gholhaki and Z. Ebrahimi Sabet, "Analytical and Numerical Study on Bending and Shear Effects of Steel Plate Shear Walls," Journal of Steel & Structure, 7 14 (2013): 33-43, doi: 10.22034/jss.2013.238853
VANCOUVER
Gholhaki M., Ebrahimi Sabet Z. Analytical and Numerical Study on Bending and Shear Effects of Steel Plate Shear Walls. Journal of Steel & Structure, 2013; 7(14): 33-43. doi: 10.22034/jss.2013.238853
