ANALYTICAL INVESTIGATION OF HIGH RISE BUILDING HAVING STEEL OUTRIGGERS AND BELT SYSTEM UNDER SEISMIC AND WIND ACTION

Civil Engineering

Nowadays, the building height is observed more and more slender, and more susceptible to sway and hence dangerous in the earthquake. Such type of the building can be strengthening by providing an appropriate lateral load resisting system. In the seismic design of the buildings, reinforced concrete structural walls or shear-wall, act as major earthquake resisting members. Structural walls provide an efficient bracing system and offer great potential for lateral load resistance. The properties of these seismic shear-walls dominate the response of the buildings and therefore, it was important to evaluate the seismic response of the walls appropriately. In this study the (G+50) storey building was analyze with different effective and economical system which can resist wind load and seismic load. Based on literature review, an attempt has been made to compare various lateral load resisting systems such as Shear wall, Outrigger, Frame tube system etc using ETABS Software

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