Structural Configuration Optimization of a Multistorey Building by Optimum Positioning of Shear Wall
Maulik Joshi, CGPIT, UTU, Bardoli, Gujarat, India ; Sagar Naik ,CGPIT, UTU, Bardoli, Gujarat, India ; Yati Tank ,CGPIT, UTU, Bardoli, Gujarat, India
High rise building, lateral loading, Position of shear wall, Seismic response, Shear wall, STRUDS
A study has been carried out to determine the optimum Structural configuration of a multistory building by changing the shear wall locations radically. Four different cases of shear wall position for a 10 storey residential building have been analyzed and designed as a space frame system by computer application software, subjected to lateral and gravity loading in accordance with IS provisions.
-
[1] Venkata Sairam Kumar.N, Surendra Babu.R, Usha Kranti.J, “Shear walls – A review,”, International Journal of Innovative Research in Science, Engineering and Technology, Feb 2014.
[2] Misam Abidi, Mangulkar Madhuri. N., “Review on Shear Wall for Soft Story High-Rise Buildings”, International Journal of Engineering and Advanced Technology, August 2012.
[3] S.KanakaDurga, G. Appa Rao, “Review study on performance of seismically tested repaired shear walls”, International Journal of Research Engineering and Technology, December 2014.
[4] Hasan Kaplan, Salih Yilmaz, Nihat Cetinkaya and Ergin Atimtay, “Seismic strengthening of RCC structures with exterior shear walls”, Indian academy of sciences, February 2011.
Paper ID: GRDCF001041
Published in: Conference : Recent Advances in Civil Engineering for Global Sustainability (RACEGS-2016)
Page(s): 204 - 208
Published in: Conference : Recent Advances in Civil Engineering for Global Sustainability (RACEGS-2016)
Page(s): 204 - 208