论文信息 - Analysis of large proprietary access scaffold structures

Analysis of large proprietary access scaffold structures

This paper describes the analysis of large proprietary scaffolds. Scaffold structures are slender and sensitive to stability effects and therefore geometrically non-linear analyses have been applied to them. The analysis of a twelve-lift structure subjected to combinations of wind and live loading by the use of two-dimensional models is discussed. Joints in proprietary scaffolds exhibit different semi-rigid stiffnesses when subjected to bending moments in different directions. These stiffnesses require non-linear joint models in analyses. Improvements in the performance of two-dimensional models by the use of springs modelling the interactions between the two faces parallel to the faade and between adjacent frames perpendicular to the faade are discussed.

M. H. R. Godley | R. G. Beale

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