Flexural performance of symmetrical frames with shear walls, especially based on loading standards Trahyshdh 2800) Third Edition

In recent years, research works in countries such as concrete structures and steel frame to check the accuracy of methods used in building structures design was done by force and due Adamhnyz increasing use of concrete structures, the behavior of concrete structures with shear walls in earthquake has been considered. This article frames the symmetrical bending performance, especially with shear walls that standard in 2800) Third Edition (loading and concrete regulations as America) 02-318ACI (designed using nonlinear time history analysis has been nvestigated. For this Saz·hyy Concrete wall Dimensional shear number of classes 4, 8, 12 and 16 and size 24 $ times $ 40 and under 7 meters designed artificial Shtabngasht nonlinear time history analysis and then use the answers mean aximum registered performance structures were investigated. Based on the results discussed methods force level to satisfy the standard index of relative displacement is 2800 but the cuts to classes appropriately estimates.