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ArticlePeer ReviewedOpen AccessPlagiarism Passed
Paper ID:IJSREM28629

REVIEW PAPER ON SEISMIC ANALYSIS OF G+7 RC BUILDING USING NON-CONVENTIONAL SIZE OF COLUMN AND BEAM TO REDUCE THE DEFLECTION BY STAAD.Pro

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-

Subject:

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Paper ID:

IJSREM28629

Volume:

8 |

2 |

Feb 2024

Pages:

Publication Frequency:

Monthly (12 issues per year)

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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

RHM

R. H. Mohankar

GT

Gayatri Thombare

NI

Nikita Itankar

PK

Prachi Khedikar

DF

Durgesh Fukat

HK

Himalaya Kanekar

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Abstract

The earthquake is a nature phenomenon which can generate the most destructive forces on structure. Therefore, building should be safe for lives by proper design and detailing of structural members in order to have a ductile form a failure, so structure in well-being against seismic power of multistoried working. There is need of seismic examination study and planning to earthquake protection structure. The goal of seismic resistance construction is to erect structures that fare better during seismic activity than their conventional counterparts. The project report comprises of seismic analysis and design of G+7 RC building. A G+7 storied structure for the seismic investigation and it is situated in zone-III district in India (MP,Indore). The present project deals with seismic analysis of multistoried residential building G+7 by using conventional & non-conventional size of column and beam to reduce the deflection by STAAD.Pro. The dead load and live load & seismic load applied and design for beam, column, slab and footing are obtained. Total structure was analyzed by computer by using STAAD-PRO software. Various software now-a-day are available & STAAD-PRO is most common used for analysis and designing of a building by considering the earthquake forces and to review & study the behavior of multistoried building by Equivalent Static Lateral Force Method.

KEYWORDS

STAAD-Pro Residential building Seismic Analysis Design load assign property bending moment and axial force.

Cite This Article

R. H. Mohankar, Gayatri Thombare, Nikita Itankar, Prachi Khedikar, Durgesh Fukat, Himalaya Kanekar, "REVIEW PAPER ON SEISMIC ANALYSIS OF G+7 RC BUILDING USING NON-CONVENTIONAL SIZE OF COLUMN AND BEAM TO REDUCE THE DEFLECTION BY STAAD.Pro," International Journal of Scientific Research in Engineering and Management, vol. 8, no. 2, Feb 2024.

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Publication Date

12/31/45403

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Double-Blind Peer Review

Review Rounds: 2

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