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A platform for research: civil engineering, architecture and urbanism
Static Analysis of Clad Two-way Cable Net Structures
This paper proposes two numerical models for arbitrary quadrilateral panels, which are the generalisation of their counterparts for rectangular panels, presented in Refs. 3 and 4. The five force model is proved adequate to represent any state of equilibrium of a flat quadrilateral panel, subjected to nodal forces. The four-force model is found useful for warped panels through the investigation on the influence of curvature on flexibility of a panel. A six /four-bar assembly is also proposed as a substitute for the models to simplify the analysis of clad cable net structures.
Static Analysis of Clad Two-way Cable Net Structures
This paper proposes two numerical models for arbitrary quadrilateral panels, which are the generalisation of their counterparts for rectangular panels, presented in Refs. 3 and 4. The five force model is proved adequate to represent any state of equilibrium of a flat quadrilateral panel, subjected to nodal forces. The four-force model is found useful for warped panels through the investigation on the influence of curvature on flexibility of a panel. A six /four-bar assembly is also proposed as a substitute for the models to simplify the analysis of clad cable net structures.
Static Analysis of Clad Two-way Cable Net Structures
Shan, J. (author) / Lewis, W.J. (author)
1994-03-01
8 pages
Article (Journal)
Electronic Resource
English
Static Analysis of Clad Two-way Cable Net Structures
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