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Earthquake Response of Tall Irregular Building by using Different Framing Systems over the Height

Author(s):

Vishwanath Mangi M , B.L.D.E.A? S V.P. Dr. P.G.H. C.E.T, Vijayapur, Karnataka,; M. Q. Patel, B.L.D.E.A? S V.P. Dr. P.G.H. C.E.T, Vijayapur, Karnataka,

Keywords:

Time Period and Frequency, Displacement, Story Drift Ratio, Story Shear

Abstract

In present days, the tall buildings which are constructed with RCC, steel, and composite materials. Based on the density of materials one can say that the earthquake response of the steel building will be more and the earthquake response of RCC building will be less. The earthquake response of composite material lies in between steel and RCC. Commonly used materials for the construction are RCC and steel. Composite materials are very rarely used for the construction of building. So, present work gives importance on optimization of earthquake response of tall irregular buildings like L, C & H shapes. It can be done by developing different framing systems (RCC, composite, steel) over the height (combined model). In this study, the comparison has been done between combined models and composite models of different shapes.

Other Details

Paper ID: IJSRDV4I50767
Published in: Volume : 4, Issue : 5
Publication Date: 01/08/2016
Page(s): 1275-1281

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