Comparative Study of High-Rise Structure in Different Soil Condition

Comparative Study of High-Rise Structure in Different Soil Condition
Abhishek Mishra1, Anand Gaurav Yadav2, Kumar Vanshaj3
1Assistant Professor, Civil Engineering Department, Institute of Engineering and Technology, Lucknow, INDIA
2M. tech Scholar, Civil Engineering Department, Institute of Engineering and Technology, Lucknow, INDIA
3 Assistant Professor, Civil Engineering Department, Institute of Engineering and Technology, Lucknow, INDIA
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Seismic analysis is the process of calculating the response of a structure that has been subjected to earthquake stimulation. We all know that earthquakes are natural occurrences that can produce the most disastrous effects on structures. As a result, a building should be safe for people by applying proper design and detailing of structural sections to ensure that they are earthquake-resistant. As a result,
earthquake protection construction necessitates seismic investigation and planning.
This study was based on a seismic analysis and design of a G+20 RCC building in ZONE-IV (Medium and Hard Soil). The imposed dead and live loads, as well as the beam, column, and slab designs, are obtained. STAAD-PRO CONNECT software was used to examine the total structure. STAAD PRO is frequently used to analyse and design a structure while taking earthquake forces into account, as well
as to examine and investigate the behaviour of storey drift, storey stiffness, storey displacement, and foundation shear in multi-storey buildings.