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Static Analysis and design of G + 15 multi storied building in seismic zones IV
Rajat Yadav,  Kumar Vanshaj
Structural engineers are primarily concerned with determining how a structure behaves when subjected to horizontal forces, and appropriate stiffness is essential for high-rise buildings to withstand horizontal forces caused by wind and earthquakes. This work uses linear static Analysis to investigate the design of a G + 15 multi-story residential complex, as well as the nature of the structure exposed to earthquakes. Story drift, base shear, maximum permissible displacement, and torsion irregularity are investigated in a multi-story building with G + 15. In seismic zone 4 of India, as mandated by IS 1893 (Part-1) 2016, the analysis and modeling for the entire structure are done using a popular FEM integrated program ETABSv19. The static analysis is carried out in this project on type -III (soft soil) for a regular structure in plan in zone 4 as specified.
Keywords- ETABSv19, Seismic analysis, multi storey, IS 1893:2016
Unique Identification Number - IJEDR2201001Page Number(s) - 1-8Pubished in - Volume 10 | Issue 1 | January 2022DOI (Digital Object Identifier) -    Publisher - IJEDR (ISSN - 2321-9939)
Cite this Article
Rajat Yadav,  Kumar Vanshaj,   "Static Analysis and design of G + 15 multi storied building in seismic zones IV"
, International Journal of Engineering Development and Research (IJEDR), ISSN:2321-9939, Volume.10, Issue 1, pp.1-8, January 2022, Available at :http://www.ijedr.org/papers/IJEDR2201001.pdf