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ArticlePeer ReviewedOpen AccessPlagiarism Passed
Paper ID:10.55041/IJSREM27678

COMPARISON OF SEISMIC ANALYSIS ON G+10 BUILDING WITH CONVENTIONAL SLAB AND GRID SLAB

Stream/Area:

-

Subject:

-

Paper ID:

10.55041/IJSREM27678

Volume:

7 |

12 |

Dec 2023

Pages:

Publication Frequency:

Monthly (12 issues per year)

DOI
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Not assigned

License:International Journal of Scientific Research in Engineering and Management follows the Creative Commons Attribution 4.0 (CC BY 4.0) License, allowing free use and distribution with proper attribution.

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Authors

NV

NAGUMALLE VENKATESH

BR

B.RAGHU RAM

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Abstract

In the prevailing era, earthquakes play a maximum probably position internal factor the evaluation and designing of systems. Therefore, it is far crucial to research the seismic conduct of buildings. Inmodern day creation, RC systems are normally used for creation. Here evaluation and layout of a Conventional Slab and Waffle Slab is carried out using ETABS. The analysis and design of structures are influenced by earthquake ground motion. The objective of this work is to analyze a commercial building with two different slab configurations, including conventional slabs and grid/waffle slabs. The modelling and analysis have been carried out using ETABS 2018 software, and for analysis Response Spectrum Analysis has been done. After analyzing the models, the effect of slab types are compared for the results of parameters like story displacement, story drift, and base shear in both Zone V & Zone IV.

KEYWORDS

Horizontal irregularity Shear wall Openings Seismic performance Response Spectrum Analysis ETABS Story drift Story displacement Base shear.

Cite This Article

NAGUMALLE VENKATESH, B.RAGHU RAM, "COMPARISON OF SEISMIC ANALYSIS ON G+10 BUILDING WITH CONVENTIONAL SLAB AND GRID SLAB," International Journal of Scientific Research in Engineering and Management, vol. 7, no. 12, Dec 2023. https://doi.org/10.55041/IJSREM27678

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Publication Date

12/22/2023

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Double-Blind Peer Review

Review Rounds: 2

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The authors declare no conflict of interest related to this research work.

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