Ridley-Ellis, D. (2014). Stand-up comedy for researchers. In I. Daly, & A. Brophy Haney (Eds.), 53 interesting ways to communicate your research, 57-58. The Professional and Higher Partnership Ltd
Effective researchers need both to conduct high-quality research and to communicate it - to subject specialists, researchers in other fields, research participants, business, ...
Khokhar, A., Chui, Y., & Smith, I. (2012). Influence of stiffness of between-joists bracing on vibrational serviceability of wood floors. In P. Quenneville (Ed.), Proceedings of World Conference on Timber Engineering (WCTE 2012), 362-369
Floors with repetitive parallel wood joists overlain by wood panel sheathing behave as orthotropic two-way structures since their along-joist stiffness is much higher than acr...
Khokhar, A., & Zhang, J. (2012). The Use of Torsion Test Method to Evaluate the Shear Properties of Timber Joists. In P. Quenneville (Ed.), Proceedings of the World Conference on Timber Engineering (WCTE 2012)
This paper presents details of the experimental method and test results from a series of torsion tests undertaken to evaluate the shear modulus and shear strength of solid tim...
20 September 2016
20 September 2016
Timber is a versatile, natural, material with a wide range of properties. When properly understood, responsibly sourced, and produced through modern forestry and manufacturin...
Khokhar, A. M., Zhang, H., & Ridley-Ellis, D. (2009). The shear strength and failure modes of timber joists obtained from the torsion test method. In A. Ceccotti (Ed.), 11th World Conference on Timber Engineering 2010 (WTCTE 2010), 3509-3516
This paper presents details of the experimental method and test results from a series of torsion tests undertaken to evaluate the shear strength of timber joists. The failure...
Reichert, T., & Ridley-Ellis, D. (2009). Computational issues regarding lattice models for wood. In A. Ceccotti (Ed.), 11th World Conference on Timber Engineering 2010 (WCTE 2010), 2127-2132
This paper describes means to overcome some of the computational issues related to lattice models. The first is the use of a solution technique, different from a Newton-Raphso...
Ridley-Ellis, D. J., Owen, J. S., & Davies, G. (2001). Flexural behaviour of Rectangular Hollow Sections with circular side wall openings. In R. Puthli, & S. Herion (Eds.), Tubular Structures IX : Proceedings of the Ninth International Symposium and Euroconference, Dusseldorf, Germany, 3-5 April 2001:, 339-348
The influence of circular web openings on the flexura behaviour of Rectangular Hollow Sections is introduced. The results of full-scale laboratory tests in three and four-poi...
This research was funded by the EU Northern Periphery Programme as part of a trans-national project titled: E...
Stirling Court Hotel – University of Stirling
19 September 2016