ANALYSIS AND DESIGN OF WIND LOAD AND EARTH LOAD ON G+30 HIGH RISE BUILDING USING ETABS IN ZONE IV AND ZONE V

Authors

  • Prof C.Sashidar Professor, Department of Civil Engineering, JNTU Anantapur, India.
  • P.Haseena Khanam PG Scholar in Computer – Aided Structural Engineering, JNTU Anantapur, India.

Keywords:

Earthquake, ETABS 9.7.4, Story drift, Shear force, Building torsion, bending moment, Time period.

Abstract

From the olden time we realize that quake is a calamity causing event. Cutting edge days developments are fitting progressively limited and extra slanted to influence and subsequently to influence and subsequently adverse inside the earthquake. Analysts and designers have worked out inside the past to make the developments as quake safe. After numerous useful reports it has demonstrated that utilization of horizontal burden opposing techniques in the developing arrangement has definitely expanded the presentation of the structure in seismic tremor by utilizing ETABS 9.7.4, the work has been done for the particular examples using shear divider and bracings for the outstanding statures, and greatest top respected for the reward gain information of is 93.5m.
The displaying is finished to look at the result of unique conditions alongside explicit statures seismic parameters like Story displacement, Shear force, Building Torsion, Bending Moment, Time period. The gain knowledge of has been implemented for the Zone IV and Zone V in Soil Type II (medium soils) as targeted in IS 1893-2002.

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Published

2019-09-01

How to Cite

C.Sashidar, P. ., & Khanam, P. . (2019). ANALYSIS AND DESIGN OF WIND LOAD AND EARTH LOAD ON G+30 HIGH RISE BUILDING USING ETABS IN ZONE IV AND ZONE V. International Journal of Technical Innovation in Modern Engineering & Science, 5(9), 90–94. Retrieved from https://ijtimes.com/index.php/ijtimes/article/view/178