Abstract

Abstract: The objective and the interest of this examination will study the activities of multistoried buildings havingrooftop communication tower and the response of building under seismic loading. The different location of rooftopcommunication tower is used to study the effect of changing location. For the tower configurations, triangular plan isselected. G+10 buildings without tower and with tower is taken into account and G+6 buildings without tower and withtower along with analyzed in compliance of Indian Code of Practice for seismic resistant design of buildings by using I.S.1893-2002. Parameters for both building with and without tower are computed and compared with each other.Keywords: Rooftop Telecommunication Tower, Axial Force, Storey Drift, Nodal displacement, Shear Force