Comparative analysis of a High Rise Building Frame Considering Two Different Seismic Regions using ETABS A Review

Authors

  • Rajan Nayak Department of Civil Engineering, R.S.R. Rungta Bhillai, Chhattisgarh, India Author
  • Divya Kotecha Department of Civil Engineering, R.S.R. Rungta Bhillai, Chhattisgarh, India Author
  • Lokesh Singh Department of Civil Engineering, R.S.R. Rungta Bhillai, Chhattisgarh, India Author

Keywords:

Base Shear, Storey Displacement, Special Moment Resisting Frame, Static Analysis, Etabs

Abstract

Structural developments are increasing rapidly now-a-days throughout the world. Natural calamities like earthquake are happening frequently around the world, hence, the structure has to be designed for the same. The critical seismic analysis of reinforced concrete building, specifically involves the understanding behavior of structure under lateral loads unlike the usual gravity loads such as dead loads and the live loads. Multistorey building would be the greater part influenced by quake constrains to seismic prone areas. The major concern in the design of the multi-storey building is the structure to have enough lateral stability to resist lateral forces, buckling, to control lateral drift and displacement of the building. In this paper presenting review of literatures related to different seismic regions.

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Published

20-09-2022

Issue

Vol. 6 No. 5 (2022): September-October

Section

Research Articles

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