Abstract

Approximations obtained with the equivalent frame method and Beck-Coull method to assess elastic lateral displacement profiles of walls with openings are compared to results obtained with the finite element method using reasonably fine meshes. Multistory walls were studied, considering symmetric and asymmetric distribution of openings with respect to a vertical axis. The contribution of slabs in the lateral stiffness was considered through an equivalent flange as recommended in several building codes. Different stiffnesses are considered for the walls and the slabs. From the obtained results it is confirmed that approximations obtained with the studied methods increase as the number of stories of the wall increases, and that it is reasonable for an equivalent opening eccentricity up to 40%. The contribution of the stiffness of the slab had a small impact for the considered symmetric wall openings, but it was important for walls with asymmetric openings, impacting more the displacements of walls when they are more flexible.