Comparative Study on Lateral Load Resisting System in High-Rise Building using ETABS
|International Journal of Engineering Trends and Technology (IJETT)||
|© 2017 by IJETT Journal|
|Year of Publication : 2017|
|Authors : Janakkumar M. Mehta, Hitesh K. Dhameliya
|DOI : 10.14445/22315381/IJETT-V47P219|
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), V47(2),115-117 May 2017. ISSN:2231-5381. www.ijettjournal.org. published by seventh sense research group
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.
 M. Ali and V. Patil, “Studies on Behaviour of Wall-Frame Structure Subjected to Lateral Load,” International Journal of Innovation and Research, vol. 2, no. 11, pp. 438–443, 2013.
 E. N. Rana, “Structural Forms Systems for Tall Building Structures,” vol. 1, pp. 33–35.
 A. Titiksh and M. K. Gupta, “A Study of the Various Structural Framing Systems Subjected to Seismic Loads,” IJETT International Journal of. Civil Engineering, vol. 2, no. 4, pp. 23–30, 2015.
 S. Praveen and G. A. M. Pandian, “ANALYSIS AND EVALUATION OF STRUCTURAL SYSTEMS WITH BRACING AND SHEAR WALL,” pp. 1592–1596, 2016.
 P. K. S. Sable, E. V. A. Ghodechor, and P. S. B. Kandekar, “Comparative Study of Seismic Behavior of Multistory Flat Slab and Conventional Reinforced Concrete Framed Structures,” vol. 2, no. 3, pp. 17–26, 2012.
 Bryan staffford smith, alex coull,“Tall Building structures analysis and design” (John Willey and Sons, Inc ).
 Y. Singh, “Lateral Load Resisting Systems for Multi-Storey Building” pp. 1–21.
 IS 1893(part-1):2002, "Criteria for Earthquake resistant design of structures", Bureau of Indian Standards, New Delhi.
Structural wall, Shear wall, Lateral load resisting system, base shear, Lateral displacement, Storey dri ft , Time period, ETABS.