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

Authors

  • Sanket dholu PG Student, Department of civil Engineering, Arham Veerayatan Institute Of Engineering, Technology & Research, Mandvi-Kutchh
  • Prof. J G Kulkarni Department of Civil Engineering, Arham Veerayatan Institute Of Engineering, Technology & Research, Mandvi-Kutchh

Keywords:

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

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.

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Published

2016-05-25

How to Cite

Sanket dholu, & Prof. J G Kulkarni. (2016). REVIEW ON SEISMIC ANALYSIS OF BUILDING WITH MULTILEVEL PARKING AND ELEVATED SWIMMING POOL WITH GARDEN AREA. International Journal of Advance Research in Engineering, Science & Technology, 3(5), 238–249. Retrieved from https://ijarest.org/index.php/ijarest/article/view/628

Issue

Vol. 3 No. 5 (2016): Volume: 03, Issue: 05 - May, 2016.

Section

Articles