Similar Items: Probabilistic based evaluation of the structural reliability achieved for a typical building designed according to SANS 517:2009 and SANS 10162- 2:2010
- A theoretical and experimental investigation into the moment/rotation relationship of portal frame bases
- An assessment of the inherent reliability of SANS 10162-2 for cold-formed steel columns using the direct strength method
- Quantifying the environmental dimension of sustainability for the built environment : with a focus on low-cost housing in South Africa
- The effect of moment-rotation joint behaviour on the displacements of portal frames
- Object – oriented Steel Member Design Framework
- Development of a crane load software application for electric driven overhead travelling bridge cranes in accordance with SANS 10160-6:2010
Author: Dunaiski, P. E.
- Best practice of crane support structures design : an expert survey
- The experimental determination of structural design parameters for roof covering systems
- Development of a crane load software application for electric driven overhead travelling bridge cranes in accordance with SANS 10160-6:2010
- Lateral support of axially loaded columns in portal frame structures provided by sheeting rails
- The effect of moment-rotation joint behaviour on the displacements of portal frames
- The reliability based design of composite beams for the fire limit state