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- W2023994840 abstract "An effective iterative method is proposed for three-dimensional large-displacement analysis of structures consisting of slack cables as the primary load-bearing system. This approach takes advantage of substructuring technique that is specially tailored to address the analysis and form-finding problem of slack cables subjected to arbitrary loads, and to reduce the overall analysis costs. At the overall structural level, a robust procedure is employed for detecting the instabilities and limiting the corresponding incremental displacements. The effectiveness of the proposed method for the analysis of highly unstable or variable-form structures is demonstrated by a number of analysis examples of slack cable systems." @default.
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- W2023994840 date "2013-11-01" @default.
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- W2023994840 title "Three-dimensional geometrically nonlinear analysis of slack cable structures" @default.
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- W2023994840 doi "https://doi.org/10.1016/j.compstruc.2013.06.005" @default.
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