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

  • Unique Paper ID: 151901
  • Volume: 8
  • Issue: 1
  • PageNo: 1209-1212
  • 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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Cite This Article

  • 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)

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8.01 (Year 2024)
UGC Approved
Journal no 47859

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