SEISMIC ANALYSIS OF CONVENTIONAL RCC BUILDING WITH COMPOSITE BUILDING HAVING CFST COLUMN (G+6 STOREY)

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HIMANI LIKHARE; Deepti Hazari

SEISMIC ANALYSIS OF CONVENTIONAL RCC BUILDING WITH COMPOSITE BUILDING HAVING CFST COLUMN (G+6 STOREY)

Authors: HIMANI LIKHARE, Deepti Hazari

Unique Paper ID: 151901
Volume: 8
Issue: 1
PageNo: 1209-1212

Keywords: CFST ETABS Response Spectrum Storey Drift Storey Shear and Storey Displacement.

Abstract:
The present work performed to analyze the structural performance of G+6 storey framed structure subjected to seismic loading of Zone V using ETABS 2018 software. Three similar models having same plan configuration is prepared. The comparison of conventional reinforced cement concrete structure with two composite structures having concrete filled steel tubular section (CFST) as column , one with RCC beam and another with steel beam is done and the result obtained is compared in terms of structural performance of following parameters-maximum storey displacement, storey drift and storey shear.

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ISSN: 2349-6002
Volume: 8
Issue: 1
PageNo: 1209-1212

SEISMIC ANALYSIS OF CONVENTIONAL RCC BUILDING WITH COMPOSITE BUILDING HAVING CFST COLUMN (G+6 STOREY)

Available:https://ijirt.org/article?manuscript=151901

Impact Factor
8.01 (Year 2024)

UGC Approved
Journal no 47859

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