Evolution of timber platform frame construction - timber structures from antiquity to the present.
(2009)
Presentation / Conference Contribution
Hairstans, R., & Kermani, A. (2009, June). Evolution of timber platform frame construction - timber structures from antiquity to the present. Presented at International Symposium on Timber Structures
Determination of shear strength of timber joists by torsion testing. (2009)
Presentation / Conference Contribution
Khokhar, A. M., Zhang, H., & Ridley-Ellis, D. (2009, October). Determination of shear strength of timber joists by torsion testingThis paper presents an experimental investigation in which the torsion testing approach was employed to evaluate the shear strength of Sitka spruce and Norway spruce joists. Rectangular
structural size specimens of lengths ranging from 1.0 m to 3.6... Read More about Determination of shear strength of timber joists by torsion testing..
Development of 3d lattice models for predicting nonlinear timber joint behaviour (2009)
Thesis
Reichert, T. Development of 3d lattice models for predicting nonlinear timber joint behaviour. (Thesis). Edinburgh Napier University. http://researchrepository.napier.ac.uk/id/eprint/2827This work presents the development of a three-dimensional lattice material model for wood and its application to timber joints including the potential strengthening benefit of second order effects. A lattice of discrete elements was used to capture t... Read More about Development of 3d lattice models for predicting nonlinear timber joint behaviour.
Random acts of elasticity: MoE, G and EN408. (2009)
Presentation / Conference Contribution
Ridley-Ellis, D., Moore, J., & Khokhar, A. M. (2009, April). Random acts of elasticity: MoE, G and EN408The paper examines the variation in modulus of elasticity (MoE) and shear modulus (G) within sawn timber and the implications for testing timber in accordance with EN408:2003. A combination of mechanical testing and simple analytical modelling is us... Read More about Random acts of elasticity: MoE, G and EN408..