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ISSN 2063-5346
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ANALYSIS OF MULTISTORIED R.C.C. BUILDING SUBJECTED TOTEMPERATURE LOADING WITH DIFFERENT SEISMIC ZONES

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Vaishali Mendhe, Pallavi M. Wange, Mayur Wanjari, Er. Manish sapate
» doi: 10.31838/ecb/2023.12.s3.798

Abstract

A construction joint is defined as a straightforward divider used to relieve strain on the structural fabric while a project is being completed. The growth of a structure is influenced by several variables, including the building's views, temperature changes, temperature control options, development materials, etc. We had to establish or make an area known as an Expansion Joint in order to allow for temperature variation-related building expansion and contraction. This analysis focuses on how a tall, RCC-framed structure behaves. applying temperature stresses while eliminating forming joints to test for the absence of a development joint beneath seismic and temperature stacking in each of Zones 2, 3, 4, and 5, twelve models of 60, 80, and 120 m permits have been made. The range of temperatures between 20°C and 40°C is the most crucial one that causes expansion, and it is in this range that we can successfully tailor the expansion of an arch. In order to compare the results, use a building with and onewithout an expansion joint. The major objective of this analysis is to investigate the responses of structures to temperature stackingand seismic stacking in various seismic zones, such as base shear, story float, and story uprooting.

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