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- W2569018715 abstract "This paper describes an investigation into the effects of ground compliance on the natural periods of vibration of selected shear-type buildings. The base of a building is assumed to have a rotational stiffness Kg. and a horizontal translation stiffness Kg. From these stiffnesses dimensionless compliance ratios are defined. The effect of these parameters on the various modes of vibration is evaluated using a matrix iteration technique on an IBM 1620 computer and was computed for an idealised building from one to 29 stories. The building assumed is a shear building with equal masses lumped at each floor level, equal inter-story stiffnesses and equal inter-story heights. The effect of variation in the masses and in the stiffnesses is investigated and the minimum expected values of compliance ratios are calculated using a strip footing supported on an elastic half-space." @default.
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- W2569018715 date "1969-11-01" @default.
- W2569018715 modified "2023-09-22" @default.
- W2569018715 title "The effect of ground compliance on the free vibration of shear buildings" @default.
- W2569018715 hasPublicationYear "1969" @default.
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