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In this paper the recommendations for the improvement of the design method for timber structures with clay plaster according to the safety philosophy of Eurocode 5 Part 1-2 are published.
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The authors have developed a plastic design method for sheathed timber frame shear walls.
The mechanical properties of glubam are found using methods developed for timber material.
A method for macro modelling timber-to-timber dowel type joints under shear loads using finite elements is presented.
As the importance of assessing large timber structures is growing, so is the interest of the professional community in assessment methods for existing timber structures.
They are performed by a select list of contractors who know the original methods for splicing timber together to make strong, lengthy beams and can follow the original engineering design.
Glued-in rods offer an alternative method for creating structural timber connections however despite decades of research they have had limited implementation.
The Reduced Cross-Section Method (RCSM) provides a popular method for the design of timber members exposed to fire, using an effective cross-section and mechanical properties at normal temperature.
It is the intension that the results found in this study can lead to the development of a visual stress grading method for fibre-managed plantation timber in the future and influence the development of new applications for the resource in structural elements for the built environment.
For timber columns, a finite-element-method-based model was developed to investigate the effect of cracks on the stiffness and capacity of timber columns under compressive load (He 2016).
The STC annually pays government stumpage for timber removed from forests, however, the method of calculating fees has been controversial.
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