Comparative Evaluation of Mode Combination Methods in Seismic Analysis Using Response Spectrum Method for Tank Structure Using FEA - Seismic FEA

Article Preview

Abstract:

Typical seismic analysis using response spectrum method involves several steps from the initial step of extracting the modes. At the initial stage Eigen values are extracted corresponding to the modes of vibration. These give us Eigen vectors which are a series of relative displacement shapes; however these do not correspond to real displacements or stresses. Participation factors asses these Eigen vectors and grades them according to contribution they will have to the overall solution. Based on the spectral seismic acceleration, participation factor is used to calculate the mode coefficient, which is more of a scaling factor to give physical meaning to the values. Once the modes are extracted, the key issue is of combining these modes to obtain the seismic response. The modes cannot be added algebraically in reality as all the modes do not occur at the same time. Hence we employ methods which can add the modes in a more realistic manner. The objective of this paper is to do a comparative study of various mode combination methods with a focus on tank structures and study the effect of various geometrical parameters on the combination methods

You might also be interested in these eBooks

Info:

Periodical:

Pages:

5240-5248

Citation:

Online since:

October 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Hyung-Bin Im, Sewan Kim, Jintai Chung, Seismic Analysis of an Axial Blower using ANSYS, Hanyang University, Seoul, Korea.

Google Scholar

[2] Ansys 12, Ansys Manual, ANSYS Inc.

Google Scholar

[3] Haroun, M.A., Vibration Studies and Test of Liquid Storage Tanks, Earthquake, Earthquake Engineering and Structural Dynamics, Vol. 11. Pp. 179-206.

DOI: 10.1002/eqe.4290110204

Google Scholar

[4] David Herrin, Modal and Harmonic Analysis using ANSYS, ME 599/699 Vibro - Acoustic Design.

Google Scholar

[5] Ed Wilson, Dynamic Analysis Using Response Spectrum Seismic Loading, CSI-Berkeley.

Google Scholar

[6] Ed Wilson, Martin Button, 3D Dynamic Analysis for Multi component Earthquake Spectra, CSI-Berkeley.

Google Scholar

[7] Vibration View, What Is Random?, Vibration Research Corporation.

Google Scholar

[8] Peter H. Titus, Seismic analysis of the national compact stellerator experiment, PSFC/JA-03.

Google Scholar

[9] Regulatory Guide, U. S. Nuclear Regulatory Commission, Regulatory Guide", 1. 92, Revision 1.

Google Scholar

[10] E. Rosenblueth and J. Elorduy, Response of Linear Systems in Certain Transient Disturbances, Proceedings, Fourth World Conference on Earthquake Engineering, Chile, (1969).

Google Scholar

[11] Wilson, E. L., Der Kiereghian, A., and Bayo, E., A Replacement for the SRSS Method in Seismic Analysis, Earthquake and Structural Dynamics, University of California, Berkeley, Vol. 9, No. 2, p.187.

DOI: 10.1002/eqe.4290090207

Google Scholar

[12] O'Hara, G. J. and Belsheim, R. O., Interim Design Values for Shock Design of Shipboard Equipment, U.S. Naval Research Laboratory, NRL Memorandum Report 1396.

Google Scholar

[13] R.T. Haftka, EML5526 Finite Element Analysis, University of Florida, (2010).

Google Scholar

[14] Indian Standard, Criteria for Earthquake resistant design of structures, IS.

Google Scholar