NON LINEAR DYNAMIC ANALYSIS OF G+25 BUILDING BY USING DIFFERENT TYPES OF SEISMIC ZONES AND DIFFERENT S.OIL CONDITIONS
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Abstract
Planning of a structure such that lessoning harm amid a seismic tremor makes the structure very uneconomical, as the quake may or won't not happen in its life time and is an uncommon wonder. In this paper a G+25 existing RCC surrounded structure has been examined and outlined utilizing business programming ETABS9.7.4 The building is outlined according to IS 1893(Part 1):2002 for quake powers in various seismic zones. The primary goals of the paper are to analyze the variety of steel rate, most extreme shear constrain, greatest bowing minute, and greatest avoidance in various seismic zone. Varieties are definitely higher from zone II to zone V for various soil conditions (loose, medium, Hard soils). The story relocations, most extreme shear constrain, greatest twisting minute, most extreme redirection is increments from zone II to zone V.
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