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Effective stiffness and punching failure of flat-plate structures
The existing equivalent frame methods for lateral displacement analysis of flat-plate structures are one-value stiffness models which do not reflect the realistic response of structures. Based on the experimental data, the ...
Dynamic response of simple pile-structure systems
This dissertation is composed of two parts. In the first part, a comprehensive study is made of the harmonic response of a rigid mass or a mass-sprint system supported on a pile driven in a homogeneous elastic medium. The ...