Performance based Seismic Evaluation of RCC Framed Building using Shear Deformation Model
Abstract: 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
How to Cite?: Krishna Kumar, "Performance based Seismic Evaluation of RCC Framed Building using Shear Deformation Model", Volume 4 Issue 5, May 2015, International Journal of Science and Research (IJSR), Pages: 2273-2276, https://www.ijsr.net/getabstract.php?paperid=SUB154799, DOI: https://dx.doi.org/10.21275/SUB154799