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- W2353758045 abstract "Based on the plate-beam coupling system and the elastic soil model, the differential equations of motion of soil and foundation coupling system for orthogonally stiffened foundation plate is established in the paper, by means of Fourier integral transformation and Fourier inverse transformation, a semi-analytical solution is derived for the vibration problem of a infinite orthogonally stiffened foundation plate subjected to harmonic force from the dynamic equipments, which has a satisfying computational effectiveness and precision. It is drawn that, the dynamic equipments laid on the beam-plate foundation system have to hold additional reinforced foundations, and it is necessary to design the isolation foundation for the dynamic equipments." @default.
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- W2353758045 date "2004-01-01" @default.
- W2353758045 modified "2023-09-23" @default.
- W2353758045 title "Dynamic response to harmonic force for the orthogonally stiffened foundation plate" @default.
- W2353758045 hasPublicationYear "2004" @default.
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