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Time History Analysis of High Rise Structure using Different Accelerogram

Author(s):

Shashank Ravindra Bedekar , Late G. N. Sapkal C.O.E.; Prof. Rakesh Shinde, Late G. N. Sapkal C.O.E.

Keywords:

Time History Analysis, High Rise Building

Abstract

Time history analysis is an important technique for structural seismic analysis especially when the evaluated structural response is nonlinear. To perform such an analysis, a representative earthquake time history is required for a structure being evaluated. This research paper describes the results of an extensive study on the seismic behavior of structure under two earthquakes (Bhuj, & Koyna). In this work an attempt is made to analyze high rise structure with the help of E-tab software. This work has selected Time History Analysis method. For analysis purpose high rise structure with G+25 stories has been selected. Time History of earthquakes at two places (Bhuj, & Koyna) are used for analysis of selected high rise structure. Comparative study is made between two selected places without & with provision of visco-elastic damper. In this work constant loading parameters are used for both cases, also same plan is used for various models of time history. Load combinations are taken from IS code.

Other Details

Paper ID: IJSRDV3I40353
Published in: Volume : 3, Issue : 4
Publication Date: 01/07/2015
Page(s): 1108-1111

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