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  Published Paper Details:

  Paper Title

SEISMIC REPOSNCE OF RCC FRAME BUILDING HAVING EXCESSIVE OPENING IN SLAB

  Authors

  Pawan Sona,  GAURAV KUAMR AGRAWAL,  VIVEK KUMAR MISHRA

  Keywords

spect Ratio, Opening, Storey Displacement

  Abstract


The RCC building system should have sufficient stiffness, strength, and energy dissipation to resist the lateral load. The study about the building having different percentage variation in opening of slab in the plan. To build the seismically safe structure with adequate lateral resistance. The opening led to economical building and helps to provide proper ventilation in the structure. The structure is analyzed for seismic zone V with. The plan aspect ratio considered here is 2. The method for seismic analysis is response spectrum analysis. The load condition is applied as per IS 1893:2016. The response such as storey displacement is been evaluated. It has been seen that the larger the opening the higher will be displacement of the structure.

  IJCRT's Publication Details

  Unique Identification Number - IJCRT2305269

  Paper ID - 236403

  Page Number(s) - c103-c107

  Pubished in - Volume 11 | Issue 5 | May 2023

  DOI (Digital Object Identifier) -   

  Publisher Name - IJCRT | www.ijcrt.org | ISSN : 2320-2882

  E-ISSN Number - 2320-2882

  Cite this article

  Pawan Sona,  GAURAV KUAMR AGRAWAL,  VIVEK KUMAR MISHRA,   "SEISMIC REPOSNCE OF RCC FRAME BUILDING HAVING EXCESSIVE OPENING IN SLAB", International Journal of Creative Research Thoughts (IJCRT), ISSN:2320-2882, Volume.11, Issue 5, pp.c103-c107, May 2023, Available at :http://www.ijcrt.org/papers/IJCRT2305269.pdf

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ISSN: 2320-2882
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Journal Starting Year (ESTD) : 2013
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ISSN and 7.97 Impact Factor Details


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ISSN: 2320-2882
Impact Factor: 7.97 and ISSN APPROVED
Journal Starting Year (ESTD) : 2013
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