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Dynamic Response Analysis of Interaction System of R.C. Gravity Single-Leg Platform
作者单位:Cao Guoao Shen Yilei Dr.Professor,Tongji University,Shanghai Shanghai College of Architectural and Municipal Engineering,Shanghai
摘    要:In this paper, the responses of the interaction system of R.C. gravity single-leg platform to seismic excitation are mainly analysed. A set of nonlinear equations for the interaction system are established by using the wave, one is the soil-structure interaction and the other is the fluid-structure interaction. The seismic response of the interaction system is analysed for the influence of the asymmetric structure, fluid action, etc. with the input of seismic SH waves in any direction. The numerical results are given for a simple example.


Dynamic Response Analysis of Interaction System of R.C. Gravity Single-Leg Platform
Authors:Cao Guoao Shen Yilei DrProfessor  Tongji University  Shanghai Shanghai College of Architectural and Municipal Engineering  Shanghai
Abstract:In this paper, the responses of the interaction system of R.C. gravity single-leg platform to seismic excitation are mainly analysed. A set of nonlinear equations for the interaction system are established by using the wave, one is the soil-structure interaction and the other is the fluid-structure interaction. The seismic response of the interaction system is analysed for the influence of the asymmetric structure, fluid action, etc. with the input of seismic SH waves in any direction. The numerical results are given for a simple example.
Keywords:platform structure  structure-fluid interaction  nonlinear system  gravity platform
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