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REVIEW ON SEISMIC ANALYSIS OF BUILDING WITH MULTILEVEL PARKING AND ELEVATED SWIMMING POOL WITH GARDEN AREA

Sanket dholu , Prof. J G Kulkarni
PG Student, Department of civil Engineering, Arham Veerayatan Institute Of Engineering, Technology & Research, Mandvi-Kutchh, India
Vol. 3, Issue 5 pp. 238-249 🌐 Open Access

ABSTRACT

Infrastructures are essential in all populated cities. To increase value in certain buildings there are associated risks that we take like providing swimming pool at terrace level. Water carrying structures are more important that must remain working following disasters such as earthquake. Most of the failures of structures after earthquakes are suspected to have resulted from the buckling caused by overturning moments of seismically induced liquid inertia and surface slosh waves. This paper investigates the seismic behaviour of water in the elevated swimming pool when subjected to earthquake forces. The main object of this paper is analysing building with extreme loads by different structural component to find and locate maximum design force, displacement, stresses etc. Hence get to know which a most effective design is.

Keywords: Elevated swimming pool, Sloshing effect, Lateral displacement control, TLCD

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Vol. 9 | Issue 12 | December