Investigation Podium Impact On High-Rise Building Subjected To Seismic Load

Authors

  • Md Faizan Sharaq Mtech Student, Department of civil Engineering, Sharnabasava University, Kalaburagi, Karnataka
  • Gajendra Assistant Professor, Department of civil Engineering, Sharnabasava University, Kalaburagi, Karnataka

DOI:

https://doi.org/10.5281/zenodo.8307581

Keywords:

High-rise structure, Podium structure, ETABS, Base shear, Storey Drift, Storey displacement

Abstract

Different types of structures are being developed in this contemporary environment for varied purposes. In this project, an explanation of both a structure with a sizable podium at the base and a construction without a podium was attempted. A podium below the building allows for more effective use of the available space. Podiums are versatile platforms that may be used to build both conventional and unconventional structures. On podiums, a range of uses, including residential, commercial, and others, are all allowed up to a certain height.
In order to meet the need for space, as well as for safety reasons and to give the structures a pleasing aspect, the podium structure and its analysis were developed. The building's lifespan can be greatly increased by installing a podium. To provide a complete perspective of the equivalent static technique and under gravity load with and without podium, this study used analytical software named E-TABS. It was advantageous to do the investigation using software. The building is roughly G+18 floors tall and has a medium soil type.

Published

01-09-2023

How to Cite

Md Faizan Sharaq, & Gajendra. (2023). Investigation Podium Impact On High-Rise Building Subjected To Seismic Load. Journal of Scientific Research and Technology, 1(6), 10–23. https://doi.org/10.5281/zenodo.8307581