The shape of timber changes due to variations in moisture content (MC). Analytical models, which explain how the cladding restrains the timber studs that are prone to twist, are presented. The models are used for parametric studies of various properties. such as longitudinal shrinkage, torsional modulus of elasticity and cross-sectional size of the timber stud and stiffness of the cladding. With respect to twist, the bending stiffness of the cladding is of great importance. Large bending stiffness increases the restraint in the twist-prone studs and results in a straighter wall. Low torsional stiffness in the studs makes it easier for the cladding to restrain twist. (C) 2009 Elsevier Ltd. All rights reserved
In recent time, some of the construction processes of multi-storey timber buildings are achieved by ...
Light-frame timber shear walls have been used as load-bearing elements in buildings for several deca...
The global stiffness behaviour of modular-based two storey timber structures was studied under presc...
The shape of timber changes due to variations in moisture content (MC). A poor way of designing and/...
The shape of timber changes due to variations in moisture content (MC). In Scandinavia, producers no...
The shape of timber changes due to variations in moisture content (MC). In Scandinavia, producers no...
This paper presents an analytical model for twist in timber. The model is based on calculating the t...
Timber is a natural material that is environmentally friendly, renewable, light, strong and, in the ...
Even though wood has always been available to be used in construction timber has been used to build ...
This paper investigates the linear elastic behavior of timber shear walls under monotonic prescribed...
The aim of this study was to find parameters that cause warp. The study comprised 190 studs (45 X 95...
This paper presents a model that describes the change in magnitude of bow and crook between two mois...
Abstract:- The paper provides mathematical modelling for prefabricated timber-framed walls composed ...
The behavior of timber shearwalls is not completely understood. This thesis describes the developmen...
The prediction of shear capacity of light timber frame walls in a multi-storey arrangement is the ma...
In recent time, some of the construction processes of multi-storey timber buildings are achieved by ...
Light-frame timber shear walls have been used as load-bearing elements in buildings for several deca...
The global stiffness behaviour of modular-based two storey timber structures was studied under presc...
The shape of timber changes due to variations in moisture content (MC). A poor way of designing and/...
The shape of timber changes due to variations in moisture content (MC). In Scandinavia, producers no...
The shape of timber changes due to variations in moisture content (MC). In Scandinavia, producers no...
This paper presents an analytical model for twist in timber. The model is based on calculating the t...
Timber is a natural material that is environmentally friendly, renewable, light, strong and, in the ...
Even though wood has always been available to be used in construction timber has been used to build ...
This paper investigates the linear elastic behavior of timber shear walls under monotonic prescribed...
The aim of this study was to find parameters that cause warp. The study comprised 190 studs (45 X 95...
This paper presents a model that describes the change in magnitude of bow and crook between two mois...
Abstract:- The paper provides mathematical modelling for prefabricated timber-framed walls composed ...
The behavior of timber shearwalls is not completely understood. This thesis describes the developmen...
The prediction of shear capacity of light timber frame walls in a multi-storey arrangement is the ma...
In recent time, some of the construction processes of multi-storey timber buildings are achieved by ...
Light-frame timber shear walls have been used as load-bearing elements in buildings for several deca...
The global stiffness behaviour of modular-based two storey timber structures was studied under presc...