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- W2050383685 abstract "The increasing size of modern turbines has brought about a change from the traditional massive concrete foundation to a more flexible steel structure. It is important to be able to predict the dynamic behaviour of such foundations at the design stage, and a method for doing so is presented. The structure is considered as an assemblage of beams, columns and plates. The finite element displacement method is used to determine matrices representing the mass and stiffness of the foundation. A new plate element is derived from the fully compatible element to overcome the difficulty in combining elements for plates and columns. The naturaal frequencies and corresponding mode shapes of the structures are found by solving an eigenvalue equation. The response of the foundation to sinusoidal excitation is estimated by solving a set of complex simultaneous equations. The structural damping is represented by a matrix proportional to the stiffness matrix. Results for a typical case are given and compared with experimental measurements." @default.
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- W2050383685 date "1971-10-01" @default.
- W2050383685 modified "2023-10-16" @default.
- W2050383685 title "Dynamic behaviour of steel foundations for turbo-alternators" @default.
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- W2050383685 doi "https://doi.org/10.1016/0022-460x(71)90711-5" @default.
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