In the past studies specified by various authors, shear wall at different locations and different bracings were utilized in frames so as to study their seismic effects. In the present study, attempt has been made to model frames with combinations of shear wall and bracings at different locations and in different zones. Linear dynamic behavior of moment resisting frames was studied with the different combinations, so as a result to make a comparative relation and to have a precise position of shear wall and steel bracings. In the present study, research gap is covered with the efforts made to cover the wide range of comparative study cases of combination of bracings and steel bracings.The Present Study goals; to compare symmetrical and unsymmetrical building frames subjected to seismic excitations, to study the inter story drift, base shear and displacement at nodes for H-type and T-type frames consisting of bracings and to study the inter story drift, base shear and displacement at nodes for H-type and T-type frames consisting of shear wall at different locations.
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