Seismic Evaluation of RC Framed Building With and Without Shear Walls (Performance Based Design
International Journal of Science and Research (IJSR)

International Journal of Science and Research (IJSR)
Call for Papers | Fully Refereed | Open Access | Double Blind Peer Reviewed

ISSN: 2319-7064


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M.Tech / M.E / PhD Thesis | Civil Engineering | India | Volume 5 Issue 6, June 2016 | Popularity: 6.5 / 10


     

Seismic Evaluation of RC Framed Building With and Without Shear Walls (Performance Based Design

J. Muralidhara Rao, Dr. K. Rajasekhar


Abstract: About 60 % of Indian land is in zone III, IV and V. Major cities like Mumbai, Chennai, Delhi etc are in seismic prone zones. Buildings in these cities are vulnerable to earthquakes and most of the old buildings in these areas are designed and constructed without considering seismic effect. So evaluating the performance and strengthening of these structures, if necessary is essential. There are linear static methods namely code compliance method and nonlinear static methods which are also called as pushover methods namely capacity spectrum method and displacement coefficient method are available. Procedure for evaluating the structures using these methods were studied in this work and a case study on a structure were done using above methods.


Keywords: MDOF multi degree of freedom, SDOF single degree of freedom


Edition: Volume 5 Issue 6, June 2016


Pages: 261 - 269


DOI: https://www.doi.org/10.21275/NOV164112



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J. Muralidhara Rao, Dr. K. Rajasekhar, "Seismic Evaluation of RC Framed Building With and Without Shear Walls (Performance Based Design", International Journal of Science and Research (IJSR), Volume 5 Issue 6, June 2016, pp. 261-269, https://www.ijsr.net/getabstract.php?paperid=NOV164112, DOI: https://www.doi.org/10.21275/NOV164112

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