Dynamic Analysis of Multi Storied Building with and without Shear Wall and Bracing
Sanjeev, Veerappa Nisty Engineering Collage Shorapur; Prof. Lokesh. G ,Veerappa Nisty Engineering Collage Shorapur; Prof. Sahebgouda Patil ,Veerappa Nisty Engineering Collage Shorapur; Dr. Lingaraj Shastri ,Veerappa Nisty Engineering Collage Shorapur
Plan, Etab, Analysis of Building
Now a day the number of buildings are constructed and designed on the basis of architectural requirement and aesthetic view. Most of buildings are constructed in some spatial configuration like X shape, V shape with x and y co-ordinates non parallel to the structure. Earthquake is causing more damage to different configuration of building and their main problem is in the slenderness ratio. The main goal of this project is to make a comparative study of dynamic behavior of buildings with different configuration of structure in all seismic zones and different types of soils. In this study, a spatial configuration structure of 20stories up to 70m height of each storey height of 3.5m, with Shear wall and bracing at a different location in building is considered. The dynamic behavior of the building in all seismic zones II, III, IV, V and on different types of soil say hard, medium and soft soil was studied .The structure has outer periphery beams carrying R.C Shear wall of 200 mm thickness. The response spectrum analysis was carried out by using software of ETAB’s version 9.7.4.considering bracing and shear wall at a different location in the building. The following seismic parameters were analyzed and the behavior of the structure was studied in detail.
-
[1] “Dynamic Response of High Rise Structures Under the Influence of Shear Walls” Syed Khasim Mutwalli and Dr. Shaik Kamal Mohammed Azam (2015).
[2] “Comparative Study On Seismic Analysis Of Multistorey Building Stiffened With Bracing And Shear Wall”. Mohd atif and prof. Laxmikant vairagade (2015).
[3] “Effect of Wind Load on High Rise Structure” Shraddha J. Patil and R. S. Talikoti (2014).
[4] Multi-Criteria Spatial Analysis of Building Layouts- nagara@hope.ac.uk (2014).
[5] “Seismic Behaviour of Multistorey Shear Wall Frame versus Braced Concrete Frames” S.R. Thorat and P.J. Salunke (2015).
[6] ”Effect Of Different Infill Material On The Seismic Behaviour Of High Rise Building With Soft Storey: - Poonam patil and D.B.kulkarni (2015).
[7] “Seismic Forces and its Behaviour” Abhijeet bairikar and kanehan kanagali (2014).
[8] “Seismic Behaviour of Multi-Storey Shear Wall Frame Versus Braced Concrete Frames (ijrte)” sandeep r. thorat, p.j.salunke (2013).
[9] “Dynamic Response of High Rise Structures Under the Influence of Shear Walls” Syed Khasim Mutwalli (2014).
[10] “A Study of the Various Structural Framing Systems Subjected to Seismic Loads” Abhyuday Titiksh1, Dr. M.K. Gupta (2015).
[11] “Effect of Configuration on Lateral Displacement and Cost of the Structure for high rise steel space frames Subjected to Wind loads”J.Renuka and M.Pavan kumar (2015).
[12] “Seismic Analysis of RCC Building with and without Shear wall” P.P Chandurakar and Dr.P.S.Pajgade (2013).
[13] “Comparative Study of Strength of RC Shear Wall at Different Location on Multi-Storied Residential Building” Varsha R and Harne (2014).
[14] “Seismic Comparative Study of Multistoried R.C.C Building With Shear Wall in Bare Frame and Masonry Infill Frame for Various Types of Soil and Seismic Zones” Ghalimath A.G, Waghmare Y.M, Zadbuke A.A and Chaudhari A.RI2015).
[15] “Seismic Response of RC Framed Building” Verma S.K, Roshan Lal and Raman kumar(2014)
Paper ID: GRDJEV02I090034
Published in: Volume : 2, Issue : 9
Publication Date: 2017-09-01
Page(s): 44 - 51
Published in: Volume : 2, Issue : 9
Publication Date: 2017-09-01
Page(s): 44 - 51