David Nash
- Web crippling behaviour of cold-formed steel channel sections with web holes subjected to interior-one-flange loading condition-Part I: Experimental and numerical investigation. In: Thin-Walled Structures, v. 111 (February 2017). (2017):
- Web crippling behaviour of cold-formed steel channel sections with web holes subjected to interior-one-flange loading condition – Part II: parametric study and proposed design equations. In: Thin-Walled Structures, v. 114 (May 2017). (2017):
- Effects of edge-stiffened web openings on the behaviour of cold-formed steel channel sections under compression. In: Thin-Walled Structures, v. 144 (November 2019). (2019):
- Web crippling behaviour of cold-formed steel channel sections with edge-stiffened and unstiffened circular holes under interior-two-flange loading condition. In: Thin-Walled Structures, v. 154 (September 2020). (2020):
- Cold-formed steel channel sections under end-two-flange loading condition: Design for edge-stiffened holes, unstiffened holes and plain webs. In: Thin-Walled Structures, v. 147 (February 2020). (2020):
- Influence of Destructuration of Soft Clay on Time-Dependent Settlements: Comparison of Some Elastic Viscoplastic Models. In: International Journal of Geomechanics, v. 15, n. 5 (October 2015). (2015):
- Earth Pressures on an Integral Bridge Abutment: A Numerical Case Study. In: Soils and Foundations, v. 40, n. 6 (December 2000). (2000):
- Modelling the Effects of Surcharge to Reduce Long Term Settlement of Reclamations over Soft Clays: A Numerical Case Study. In: Soils and Foundations, v. 41, n. 5 (October 2001). (2001):
- Web crippling behaviour of cold-formed steel channel sections with offset web holes subjected to interior-two-flange loading. In: Thin-Walled Structures, v. 50, n. 1 (January 2012). (2012):
- Cold-formed steel sections with web openings subjected to web crippling under two-flange loading conditions—Part II: Parametric study and proposed design equations. In: Thin-Walled Structures, v. 56 (July 2012). (2012):
- Cold-formed steel sections with web openings subjected to web crippling under two-flange loading conditions—part I: Tests and finite element analysis. In: Thin-Walled Structures, v. 56 (July 2012). (2012):
- Effect of offset web holes on web crippling strength of cold-formed steel channel sections under end-two-flange loading condition. In: Thin-Walled Structures, v. 65 (April 2013). (2013):
- Effect of web holes on web crippling strength of cold-formed steel channel sections under end-one-flange loading condition – Part I: Tests and finite element analysis. In: Thin-Walled Structures, v. 107 (October 2016). (2016):
- Effect of web holes on web crippling strength of cold-formed steel channel sections under end-one-flange loading condition - Part II: Parametric study and proposed design equations. In: Thin-Walled Structures, v. 107 (October 2016). (2016):
- Effects of edge-stiffened circular holes on the web crippling strength of cold-formed steel channel sections under one-flange loading conditions. In: Engineering Structures, v. 139 (May 2017). (2017):
- Design of Top-hat Purlins for Cold-formed Steel Portal Frames. In: Structures, v. 7 (August 2016). (2016):