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 OJCE  Vol.6 No.2 , March 2016
Comparison between Different Shapes of Structure by Response Spectrum Method of Dynamic Analysis
Abstract: Several procedures for non-linear static and dynamic analysis of structures have been developed in recent years. In this paper, the response spectrum analysis is performed on two different shapes i.e. regular and irregular shape of structure by using STAAD PRO. And the comparison results are studied and compared accounting for the earthquake characteristics and the structure dynamic characteristics. As the results show that the earthquake response peak values and the main response frequencies are very close and comparable. It can be referred to by the engineering applications.
Cite this paper: Ramchandani, J. and Mangulkar, M. (2016) Comparison between Different Shapes of Structure by Response Spectrum Method of Dynamic Analysis. Open Journal of Civil Engineering, 6, 131-138. doi: 10.4236/ojce.2016.62012.
References

[1]   Patil, A.S. and Kumbhar, P.D. (2013) Time History Analysis of Multi Storied RCC Buildings for Different Seismic Intensities. International Journal of Structural and Civil Engineering, 2, 194-197.

[2]   Bedekar, S. and Shinde, R. (2015) Time History Analysis of High Rise Structure Using Different Accelerogram. International Journal of Research in Engineering and Advanced Technology, 3, 1108-1111.

[3]   Hosseini, M. and Salemi, A. (2008) Studying Effect of Earthquake Excitation Angle on Internal Forces of Steel Buildings Elements by Using Non Linear Time History Analysis. The 14th World Conference on Earthquake Engineering, Beijing, 12-17 October 2008, 343-348.

[4]   Duggal, S.K. (2010) Earthquake Resistance Design of Structure. 4th Edition, Oxford University Press, New Delhi.

 
 
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