Comparative study of RCC structure subjected to temperature loading with different zones.

Autor: Wange, Pallavi M., Mendhe, Vaishali N., Sapate, Manish
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Zdroj: AIP Conference Proceedings; 2024, Vol. 3188 Issue 1, p1-7, 7p
Abstrakt: A construction joint may be described as a simple divider designed to lessen pressure on the building fabric during the course of the project. A structure's development is influenced by a number of factors, including the structure's building views, temperature variations, temperature control options, development materials, etc. Joints used in construction are essential because they mitigate harmful effects that occur during construction. Temp fluctuates during the life cycle. In response to the seasonal warming and cooling of our planet, concrete structures expand and compress. Such frequent temperature variations have an adverse long-term effect on a building, causing strains and distortions. Split widths and pressures increase as a result of concrete screwing and shrinkage. There are developing joints to stop this. This factor, which provides a clear image of the changes that a building goes through under temperature stacking and its alterations in various seismic zones, might be used in auxiliary designing. This consideration is focused on the behaviour of a tall, RCC-framed structure. Applying temperature loads and getting rid of developing joints Twelve models of 60,80, and 120 m permits have been created to examine the absence of a development joint beneath seismic and temperature stacking in each of Zones 2, 3, 4, and 5. This analysis' main goal is to examine how structures respond to temperature stacking and seismic stacking in a variety of seismic zones, including base shear, story float, and story uprooting. [ABSTRACT FROM AUTHOR]
Databáze: Complementary Index