Abstract
Abstract Building’s seismic performance is one of the most innovative method to Earthquake resistance design. Shear wall is made to resist lateral forces that caused by wind, blasting and earthquake. By introducing shear walls which are vertical elements, it can be found an adequate solution to protect building from collapse. Otherwise the joints in traditional (beam-column) framing were considered rigid to make the mechanism of the duel system resistance with shear wall. By using Equivalent Static and Response Spectrum method, it is essential to determine the characteristics of seismic evaluation like base shear, fundamental natural period, displacement, and bending moment values. The results carried out by (ETABS) finite element program in which irregular configuration building with two structural system. The results is conducted that the values increased in Response Spectrum Method over than Equivalent Static Method with the both direction (X, Y) of all models excepting there are differences of maximum top story displacement in X - direction by comparing between Response Spectrum Method and Equivalent Static Method, especially in model (3, 7). Otherwise, it was Duel structural system in some models.
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