Seismic Analysis of High Rise Building with L Shape Shear Walls at the Centre Core and Corners with Opening
|International Journal of Engineering Trends and Technology (IJETT)||
|© 2017 by IJETT Journal|
|Year of Publication : 2017|
|Authors : Mahdi Hosseini, Mohammed Farookh, Dr. HadiHosseini
|DOI : 10.14445/22315381/IJETT-V49P249|
Mahdi Hosseini, Mohammed Farookh, Dr. HadiHosseini "Seismic Analysis of High Rise Building with L Shape Shear Walls at the Centre Core and Corners with Opening", International Journal of Engineering Trends and Technology (IJETT), V49(5),317-329 July 2017. ISSN:2231-5381. www.ijettjournal.org. published by seventh sense research group
In present work, Forty storey buildings (120m) have been modeled using software ETABS by dynamic analysis. All the analyses has been carried out as per the Indian Standard code books. Based on the literature of previous studies most effective positioning of shear walls has been chosen. This study is done on RC framed multistory building with RC shear walls with fixed support conditions. The usefulness of shear walls in the structural planning of multistory buildings has long been recognized. When walls are situated in advantageous positions in a building, they can be very efficient in resisting lateral loads originating from wind or earthquakes. Incorporation of shear wall has become inevitable in multi-storey building to resist lateral forces. This paper aims to study the behaviour of reinforced concrete building by conducting dynamic analysis for most suited positions and location of shear wall with opening conditions. Symmetrical openings are provided in shear walls with proper sizes to ensure least interruption to force flow through walls. Estimation of structural response such as; storey displacements, base shear, storey drift is carried out. Dynamic responses under zone V earthquake as per IS 1893 (part 1) : 2002 have been carried out. In dynamic analysis; Response Spectrum method is used.
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Response Spectrum method ,lateral loads, shear wall, structural response.