Seismic Analysis of a Water Release Integrated Structure Part I: Response Spectrum Analysis of Intake Tower

Author:

Wang Yong1,Lin Zhen Ting2,Song Chao2,Dong Bo Ya2

Affiliation:

1. CPI Yunnan International Power Investment Co., LTD

2. Xiamen University

Abstract

The stress, deformation and stability for the intake tower of a water release integrated structure under the normal storage water level and operational basis earthquake load case are investigated using the three dimensional finite element method. The response spectrum analysis is adopted to study the seismic response of the intake tower. Special attention is paid to the weak zones of the structure and foundation. The safety evaluation of the intake tower is performed based on the computational results.

Publisher

Trans Tech Publications, Ltd.

Reference4 articles.

1. O.C. Zienkiewicz, R.L. Taylor: The Finite Element Method (Butterworth Heinemann, 2005).

2. EM1110-2-6050: Response Spectra and Seismic Analysis for Concrete Hydraulic Structures (US Army Corps of Engineers, 1999).

3. R.W. Clough, J. Penzien: Dynamics of structures (Berkeley Computers & Structures, 2003).

4. E.L. Wilson, A.D. Kiureghian and E.R. Bayo: A Replacement for the SRSS Method in Seismic Analysis, Earthquake Engineering and Structural Dynamics, Vol. 9(1981), p. l87-l92.

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