NON LINEAR DYNAMIC ANALYSIS OF G+25 BUILDING BY USING DIFFERENT TYPES OF SEISMIC ZONES AND DIFFERENT S.OIL CONDITIONS

Authors

  • MRS. GAYATHRI TEJ. PUDI Dept of Civil Engineering,Visakha technical campus
  • SMT. V. BHARGAVI M.E.(Ph. D), Assistant Professor, Visakha technical campus
  • DR. E. V RAGHAVA RAO M.E. Ph.D, Head of the Department, Visakha technical campus

Keywords:

G 25, story relocations, most extreme shear constrain, great twisting minute,

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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Published

2021-03-27

Issue

Vol. 5 No. 2 (2018): IJIERT

Section

Articles

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