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Paper Title : Study The Behaviour Of Multistorey Building With Different Aspect Ratio And Using Non Structuctural Element Against Earthquake

ISSN : 2395-1303
Year of Publication : 2021
10.29126/23951303/IJET-V7I3P31

Authors: Aarti Kishor Shahane, M. N. Mangulakar

         


Abstract
- There are different types of analyses to treat the seismic forces on a structure. Most codes specify both static and dynamic analyses, with the choice based on a number of considerations such as the importance factor of the structure, its height, the effect of soil and the seismic hazard at the location based on past events. Dynamic analysis shall be performed to obtain the design seismic force, and its distribution to different levels along the height of the building and to the various lateral load resisting elements, for the regular and irregular building. To study the different parameters of the buildings such as base shear, displacement, time period and aspect ratio of the building by using finite element method and manually.To check the behavior of the building for considering non-structural elements such as [ sign board, ceiling, Architectural elements, Mechanical and Electrical equipment’s and compare the results

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Keywords
— IS-1893, Steel structure, Non-structural element, Staad-pro