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A platform for research: civil engineering, architecture and urbanism
Effects of inclined seismic waves on soil-fluid-structure interaction
A closed form solution was developed in this paper to treat the response of fluid-filled structures to an inclined seismic motion using the linear vibrational theory of the continuous beam in conjunction with fluid-structure and soil-structure interaction models. The response transfer functions were formulated in frequency domain as a function of the seismic wave incident angles. The solution was applied to a typical Cooling Water Reservoir structure and the results were subsequently utilized for evaluation of the effects of spatial variation of a seismic wave on the structural performance of the soil-fluid-structure interaction system. 5 refs., 5 figs.
Effects of inclined seismic waves on soil-fluid-structure interaction
A closed form solution was developed in this paper to treat the response of fluid-filled structures to an inclined seismic motion using the linear vibrational theory of the continuous beam in conjunction with fluid-structure and soil-structure interaction models. The response transfer functions were formulated in frequency domain as a function of the seismic wave incident angles. The solution was applied to a typical Cooling Water Reservoir structure and the results were subsequently utilized for evaluation of the effects of spatial variation of a seismic wave on the structural performance of the soil-fluid-structure interaction system. 5 refs., 5 figs.
Effects of inclined seismic waves on soil-fluid-structure interaction
J. Xu (author) / C. A. Miller (author) / C. J. Costantino (author)
1991
16 pages
Report
No indication
English
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