Comparative Study on Lateral Load
Resisting System in High-Rise Building
using ETABS

Janakkumar M. Mehta; Hitesh K. Dhameliya

doi:https://doi.org/10.14445/22315381/IJETT-V47P219

Research Article | Open Access | Download PDF

Volume 47 | Number 1 | Year 2017 | Article Id. IJETT-V47P219 | DOI : https://doi.org/10.14445/22315381/IJETT-V47P219

Comparative Study on Lateral Load Resisting System in High-Rise Building using ETABS

Janakkumar M. Mehta, Hitesh K. Dhameliya

Citation :

Janakkumar M. Mehta, Hitesh K. Dhameliya, "Comparative Study on Lateral Load Resisting System in High-Rise Building using ETABS," International Journal of Engineering Trends and Technology (IJETT), vol. 47, no. 1, pp. 115-117, 2017. Crossref, https://doi.org/10.14445/22315381/IJETT-V47P219

Abstract

Nowadays, the building height is observed more and more slender, and more susceptible to sway and hence dangerous in the earthquake. Such type of the building can be strengthening by providing an appropriate lateral load resisting system. In the seismic design of the buildings, reinforced concrete structural walls or shear-wall, act as major earthquake resisting members. Structural walls provide an efficient bracing system and offer great potential for lateral load resistance. The properties of these seismic shear-walls dominate the response of the buildings and therefore, it was important to evaluate the seismic response of the walls appropriately. In this study the (G+17) storey building was analyze with different shear-wall configuration. The modeling is done to examine the effect of different cases on seismic parameters like base shear, lateral displacements, lateral drifts and model time period for the zone-V in medium soil as specified in IS: 1893-2002.

Keywords

Structural wall, Shear wall, Lateral load resisting system, base shear, Lateral displacement, Storey dri ft , Time period, ETABS.

References

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