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Timber-framed partition walls and their restraining effect on warp in built-in wall studs – A model for spring
AbstractThe shape of timber changes due to variations in moisture content (MC). A poor way of designing and/or erecting a structure may result in excessive deformation. An analytical model, which explains spring in a partition wall, is presented. The model is used for parametric studies of various properties such as longitudinal shrinkage coefficient, modulus of elasticity and cross-sectional size of the timber studs and stiffness of the cladding. With respect to spring, a problem is likely to occur when erecting a wall with single-sided cladding in a drying climate and the structure will benefit from relatively stiff studs and weak cladding.
Timber-framed partition walls and their restraining effect on warp in built-in wall studs – A model for spring
AbstractThe shape of timber changes due to variations in moisture content (MC). A poor way of designing and/or erecting a structure may result in excessive deformation. An analytical model, which explains spring in a partition wall, is presented. The model is used for parametric studies of various properties such as longitudinal shrinkage coefficient, modulus of elasticity and cross-sectional size of the timber studs and stiffness of the cladding. With respect to spring, a problem is likely to occur when erecting a wall with single-sided cladding in a drying climate and the structure will benefit from relatively stiff studs and weak cladding.
Timber-framed partition walls and their restraining effect on warp in built-in wall studs – A model for spring
Bäckström, Magnus (author) / Robert Kliger, I. (author)
Construction and Building Materials ; 23 ; 71-77
2008-02-01
7 pages
Article (Journal)
Electronic Resource
English
British Library Online Contents | 2009
|British Library Online Contents | 2009
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