Comparative Seismic Behaviour of RCC and Composite Column With RC Beam Structure

Registration ID: IJNRD_196617

Published ID: IJNRD2305860

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Arshiyasultana Sayyed , Prof.Vishwajeet Kadlag

P-delta effect,Non linear analysis,Seismic Response,RCC strcture, Capacity Curve

RCC structure is no longer suitable for high rise construction because of failure of members during earthquake.Due to this loss of life of peoples and structural damage occur .By use of composite column i.e steel-concrete with RC beam we usually lowers the damage and prevent life of people In this study the seismic response of a 15 storey reinforced concrete building and composite column i.e steel-concrete with RC beam building is analysed by displacement control pushover analysis. It is assumed to be located in seismic zone 3 and seismic response is compared with composite column structure..In this paper 15 storey of RCC and composite column structure is modeled in ETABS software.Material and geometric non-linearity is consider .Geometric non-linearity is considered in the form of p-delta effect. And results are compared.

Published Paper   E-Certificate

Arshiyasultana Sayyed & Prof.Vishwajeet Kadlag (May-2023). Comparative Seismic Behaviour of RCC and Composite Column With RC Beam Structure. INTERNATIONAL JOURNAL OF NOVEL RESEARCH AND DEVELOPMENT, 8(5), i487-i492. https://ijnrd.org/papers/IJNRD2305860.pdf

Volume 8 Issue 5, May-2023

Pages : i487-i492

Paper Reg. ID: IJNRD_196617

Published Paper Id: IJNRD2305860

Downloads: 000121994

Research Area: Civil Engineering 

Country: Solapur , Maharashtra , India

Published Paper PDF: https://ijnrd.org/papers/IJNRD2305860.pdf

Published Paper URL: https://ijnrd.org/viewpaperforall?paper=IJNRD2305860

Journal Name: INTERNATIONAL JOURNAL OF NOVEL RESEARCH AND DEVELOPMENT(IJNRD)

ISSN: 2456-4184 | IMPACT FACTOR: 8.76 Calculated By Google Scholar | ESTD YEAR: 2016

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