Comparative Analysis of Multistoried RCC Building on A Sloping Ground And Flat Groundn

Authors

  • Prof. Pratiksha Thombre  Department of Civil Engineering, S.S.P.A.C.E, Wardha, Maharashtra, India
  • Sagar P. Budhabaware  Department of Civil Engineering, S.S.P.A.C.E, Wardha, Maharashtra, India
  • Deepak B. Dahake  Department of Civil Engineering, S.S.P.A.C.E, Wardha, Maharashtra, India
  • Sonali A. Dhokpande  Department of Civil Engineering, S.S.P.A.C.E, Wardha, Maharashtra, India
  • Karuna K. Misal   Department of Civil Engineering, S.S.P.A.C.E, Wardha, Maharashtra, India
  • Khushboo P. Hajare  Department of Civil Engineering, S.S.P.A.C.E, Wardha, Maharashtra, India

Keywords:

Seismic Analysis, Maximum Axial Force, Maximum Bending Moment And Maximum Shear Force

Abstract

India has track record of catastrophic earthquakes, at various regions, which left behind loss of many lives and heavy destruction to property and economy. Analysis of buildings in hill region is somewhat different than the buildings on leveled ground, since the column of the hill building rests at different levels on the slope. Generally buildings may be failed by bending moments, shear forces acting on members of the building. By keeping these failures in mind, we designed beams, columns, footings by considering maximum loads on members. For loads calculation, substitute frame method is used for reducing the complexity of calculations and saving time. This total G +3 residential building analysis with only manual calculations based on values here taken from the standard code books (IS 456:2000, IS 1893:2016, IS 875:part1 & 2)

References

  1. Pawan Pawar, Asst. prof. Deepa Telang, “A comparative study on seismic analysis of multistoried bulding resting on a sloping ground and flat ground” .IJSRD, Vol.4 May 2016
  2. Sujit Kumar ,Dr. Vivek Garg, Dr. Abhay Sharma, “Effect of sloping ground on structural performance of RCC building under seismic load”. IJSET Vol.2 Aug, 2014.
  3. Roser J. Robert, Ranjana M. Ghate, “Seismic Analysis of Multistoried RCC Building on Sloping Ground”. IJREST Vol. 3 Dec, 2016.
  4. G. Birajdar, Seismic Analysis of buildings resting on sloping ground? 2004.
  5. Ajay Kumar Sreerama, “Earthquake behavior of reinforced concrete framed buildings on hill slopes? 2013
  6. A. D, Seismic soil-structure interaction of buildings on hill slopes? 2011.
  7. IS 1893 (Part 1):2002 Criteria For Earthquake Resistant Design of Structures.
  8. IS 456:2000 Plain and Reinforced Concrete-Code of Practice.
  9. Government of Bureau of Indian Standards: IS-875, part 1 (1987), Dead Loads on Buildings and Structures, New Delhi, India.
  10. Government of Bureau of Indian Standards: IS-875, part 2 (1987), Live Loads on Buildings and Structures, New Delhi, India.

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Published

2018-03-30

Issue

Section

Research Articles

How to Cite

[1]
Prof. Pratiksha Thombre, Sagar P. Budhabaware, Deepak B. Dahake, Sonali A. Dhokpande, Karuna K. Misal , Khushboo P. Hajare, " Comparative Analysis of Multistoried RCC Building on A Sloping Ground And Flat Groundn, International Journal of Scientific Research in Science, Engineering and Technology(IJSRSET), Print ISSN : 2395-1990, Online ISSN : 2394-4099, Volume 4, Issue 7, pp.427-434, March-April-2018.