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- W2068105119 abstract "A theory has been developed to calculate the dynamic response of offshore towers to random wave forces. Vibrations are considered simultaneoulsy in the orthogonal horizontal directions and for rotations about a vertical axis. A lumped mass model of the structure is used in the dynamic analysis. Numerical results for seven deep water towers having heights of 475, 675, 875, and 1,075 feet, are presented. These results include standard deviations and mean peak values for displacements, rotations, shear forces and twisting and bending moments. They show that the directional spread of the waves normally has little effect on the rotational response, and that the effect of the rotational response on the overall structural response is small." @default.
- W2068105119 created "2016-06-24" @default.
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- W2068105119 date "1974-01-01" @default.
- W2068105119 modified "2023-09-28" @default.
- W2068105119 title "Three-Dimensional Stochastic Response of Offshore Towers to Wave Forces" @default.
- W2068105119 doi "https://doi.org/10.4043/2050-ms" @default.
- W2068105119 hasPublicationYear "1974" @default.
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