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- W2356448287 abstract "In order to investigate the structural behavior of a new type of cable domes—Kiewitt domes,the selfstress modes of Kiewitt domes were analyzed by equilibrium matrix theory and node equilibrium theory respectively.Taking the minimum initial-strain energy of the structure as the objective function,optimal prestress design of the structures with multi-overall selfstress modes was carried out by nonlinear programming algorithm.Numerical results show that the number of the overall selfstress modes is equal to the redundant order of the dome after considering the symmetry of the structure,and it increases regularly with increase of the hoop number.The optimal initial prestress distribution reaches the limiting state by some cables slack under certain load condition." @default.
- W2356448287 created "2016-06-24" @default.
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- W2356448287 date "2006-01-01" @default.
- W2356448287 modified "2023-09-22" @default.
- W2356448287 title "Selfstress mode analysis and optimal design of Kiewitt domes" @default.
- W2356448287 hasPublicationYear "2006" @default.
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