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Analytical procedures are presented for determining displacements and forces in two-way network of prestressed cables subjected to static, out-of-plane loadings; walk-through method is used to solve governing difference equation for statically determinate net; iteration procedure which utilizes walk-through method is introduced for analysis of indeterminate networks in which nonlinear effects cannot be neglected; rapid convergence is obtained for variety of conditions; numerical examples illustrate advantage of procedure; single computer program with only minor changes can be used to solve various analysis and design problems. (35245)
Analytical procedures are presented for determining displacements and forces in two-way network of prestressed cables subjected to static, out-of-plane loadings; walk-through method is used to solve governing difference equation for statically determinate net; iteration procedure which utilizes walk-through method is introduced for analysis of indeterminate networks in which nonlinear effects cannot be neglected; rapid convergence is obtained for variety of conditions; numerical examples illustrate advantage of procedure; single computer program with only minor changes can be used to solve various analysis and design problems. (35245)
Nonlinear field analysis of structural nets
ASCE J Struct Div
Avent, R.R. (author)
1969
19 pages
Article (Journal)
English
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