SEISMIC ANALYSIS OF MULTISTORIED BUILDING ON SLOPING GROUND WITH GROUND SOFT STOREY AND TOP SOFT STOREY

Authors

  • Abu Zafar Mohammed Irfan P.G.Student, Department of Civil Engineering, Poojya Doddappa Appa college of Engineering, Gulbarga
  • Prof. Vishwanath B Patil Associate Professor, Department of Civil Engineering, Poojya Doddappa Appa college of Engineering, Gulbarga, 585102

Keywords:

Earthquake, Sloping Ground, E-Tabs, ESA, RSA.

Abstract

India is the developing country it’s population increases day by day and the density of population is overcrowded in cites due to this human are migrated towards in any direction regardless of ground conditions. In grounds type sloping ground is very unstable in any condition. In sloping ground regions if the earthquake is triggered damages are unaccountable to humans and human shelters, there is chance of total loss of everything, for this reason design and constructions required extra care on sloping ground apart from flat ground’s design and constructions. In this study G+21 building analysis and comparison is carried out on sloping ground and flat ground with the help of analysis software E-Tabs. It is observed that sloping ground with ground soft story having height of soft story is increases compare to typical stories, shows lesser value of base shear at base of the building compare to flat ground buildings. Seismic analysis studied by linear static (ESA) and linear dynamic (RSA) method is used.

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Published

2018-07-14

How to Cite

Irfan, A. Z. M. ., & B Patil, P. V. . (2018). SEISMIC ANALYSIS OF MULTISTORIED BUILDING ON SLOPING GROUND WITH GROUND SOFT STOREY AND TOP SOFT STOREY. International Journal of Technical Innovation in Modern Engineering & Science, 4(7), 441–450. Retrieved from https://ijtimes.com/index.php/ijtimes/article/view/1018

Issue

Vol. 4 No. 7 (2018): Vol. 4 No. 7: Volume 4 Issue 7 (July-2018)

Section

Articles