Influence of Concrete Strength on the Cycle Performance of Composite Steel Plate Shear Walls

Amer M. Ibrahim; Huda M. Najem

doi:10.24237/djes.2018.11401

Authors

Amer M. Ibrahim Department of Civil Engineering, College of Engineering, University.of Diyala, Iraq
Huda M. Najem
huda.m.najem1992@gmail.com
Department of Civil Engineering, College of Engineering, University.of Diyala, Iraq

Keywords:

Steel shear wall, Composite shear wall, Post buckling, Shear stud

Abstract

The goal behind this research is to highlight on structural system using composite steel plate shear wall, this approach is widely used in many countries, due to its desired features. Composite steel plate shear wall are often considered essential in design of building to resist seismic action. This paper discuss the effect of concrete strength on behavior of CSPW, for this objective one story one bay model with different compressive strength (25, 28 , 45, 50, 55, 65)MPa ,this model formed by finite element code which is advanced by university of Amirkabir. The accuracy of the representation of the model by numerical analysis, numerical result contrast with valid experiment which explain suitable agreement. Result show increasing the compressive strength would advance the cycle behavior. By contrast the result in elastic region, it was seen initial stiffness is not enhance by varying the compressive strength.

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