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《Journal of Dalian University of Technology》 2001-05
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Simplified analyses of dynamic flexibility coefficients for viscoelastic non-homogeneous foundations

LUAN Mao tian 1,2 , JI Yi gong 1, WANG Fu ming 3 ( 1. Dept. of Civil Eng., Dalian Univ. of Technol., Dalian 116024, China; 2. State Key Lab. of Coastal and Offshore Eng., Dalian Univ. of Technol., Dalian 116024, China; 3. The Res. C  
A semi analytical procedure for determining the dynamic flexibility coefficient of the three dimensional viscoelastic non homogeneous foundation is developed. In this method, the foundation is divided into a number of layers and the displacement functions are expressed as the product of spline function and Fourier′s series. The non homogeneity of soil modulus along depth is taken into account. Then the flexibility coefficients can be obtained by solving Lagrange′s equation. The discussions cover both the horizontal and the vertical responses. The results obtained are compared with the solutions by other methods. It may be considered as an applicable method to the interaction analysis of structure foundation system.
【Fund】: 国家教育部跨世纪优秀人才培养计划研究基金资助项目
【CateGory Index】: TU470.3
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