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- W2502366901 abstract "The basic aspects of the structural analysis of cable-stayed bridges in the service stage are discussed. After a brief introduction on the prerequisites of the cable-stayed statical arrangement, the impact of the material constitutive laws on the delayed structural behaviour is pointed out. The linear viscoelastic law of concrete is extensively discussed by introducing the most important models and the basic methods of structural analysis. For the stays, a linear elastic behaviour is generally adopted, but for long stays the concept of reduced elastic modulus is introduced in order to take into account the effects of cable sagging. The service stage behaviour of cable-stayed bridges is then theoretically investigated and various structural configurations are discussed, with reference to the level of rheological non homogeneity affecting the bridge." @default.
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- W2502366901 date "2003-01-01" @default.
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- W2502366901 title "Long Term Behaviour of Cable-Stayed Bridges. Part I – Theoretical Approach" @default.
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