Performance based Seismic Evaluation of RCC Framed Building using Shear Deformation Model
International Journal of Science and Research (IJSR)

International Journal of Science and Research (IJSR)
www.ijsr.net | Open Access | Fully Refereed | Peer Reviewed International Journal

ISSN: 2319-7064


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Research Paper | Civil Engineering | India | Volume 4 Issue 5, May 2015

Performance based Seismic Evaluation of RCC Framed Building using Shear Deformation Model

Krishna Kumar

Performance based seismic design using pushover analysis tools is performed on a three storey residential apartment building, which is RCC framed with un-reinforced brick in fills. This building is located in seismic zone III designed with IS 18932002 and IS 4562000.Plan dimensions of building was 20.50 x 13.30 m and building height above plinth level was 13.1 m. Performance based design was performed to verify intent of Life safety performance objectives to avoid total catastrophic damage and to restrict the structural damages caused under design earthquake.

Keywords: Performance based seismic evaluation, rcc building, pushover analysis, shear hinges, flexural hinges

Edition: Volume 4 Issue 5, May 2015

Pages: 2273 - 2276

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How to Cite this Article?

Krishna Kumar, "Performance based Seismic Evaluation of RCC Framed Building using Shear Deformation Model", International Journal of Science and Research (IJSR), https://www.ijsr.net/search_index_results_paperid.php?id=SUB154799, Volume 4 Issue 5, May 2015, 2273 - 2276

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