Finite Element Analysis of Reinforced Concrete Shear Walls

Abstract

The primary objective of this study was to use the finite element method to study the cyclic response
\nof slender, reinforced concrete shear walls. Material models which represent the cyclic response of concrete
\nand reinforcing steel in shear walls were developed in this investigation. These material models were verified
\nboth at the element and structural levels; the results of the finite element analyses were compared with the
\nexperimental data from several experimental programs. After the material models had been satisfactorily
\ntested, the finite element method was used to extend the scope of the investigation of the response of slender
\nreinforced concrete shear walls with different configurations, reinforcement details, and loading histories.