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- W2054708869 abstract "When predicting the apparent sound insulation in wood frame buildings it is necessary to obtain accurate measures of both the junction attenuation and any attenuation of the structure-borne sound in the surfaces connected to the junction. Most walls and floors in wood frame constructions can be viewed as being rib-stiffened plates and as such they can not be treated as homogeneous and isotropic. The framing members, joists in the floor and studs in the wall, may break the surface into a series of smaller subpanels. Measured velocity data are presented to show that if structure-borne energy is propagating at right angles to the framing members, then the vibration response of the surface will not be uniform and there will be a strong gradient in the energy density. More energy is stored near the source. It is also shown that a gradient exists for the case where the direction of propagation is parallel to the framing members. In both cases internal losses are insufficient to account for the gradient. This has several important implications, as it may bias measures of junction attenuation and framed surfaces may have to receive special treatment in prediction models. These issues will also be discussed." @default.
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- W2054708869 date "1999-02-01" @default.
- W2054708869 modified "2023-09-24" @default.
- W2054708869 title "Vibration response of building elements in wood frame constructions when excited along an edge" @default.
- W2054708869 doi "https://doi.org/10.1121/1.425653" @default.
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