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2008年 第2卷 第3期

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《结构与土木工程前沿（英文）》 >> 2008年 第2卷 第3期 doi: 10.1007/s11709-008-0037-3

Simplified analytical solution for free vibration characteristics of Hardfill dam

State Key Laboratory of Water Resources and Hydropower Engineering Science, Wuhan University

发布日期： 2008-09-05
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摘要

Formulas for computing natural frequencies and modes of Hardfill dams are derived based on one-dimensional shear wedge theory, in which the influences of the upstream concrete face and hydrodynamic pressure of water on the dams’ natural frequencies and modes are discussed. Furthermore, the seismic responses of Hardfill dams are calculated using response spectrum method. An example is analyzed to compare the differences of natural frequencies and modes between shear wedge method and FEM. Then the applicability and accuracy of shear wedge method to analyze free vibration characteristics of Hardfill dams are proven.

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