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A comparative study of the cable-stayed bridge with unilateral supports

✍ Scribed by Qian Jiang; Lu Wenda; Weng Zhiyuan

Publisher
Elsevier Science
Year
1994
Tongue
English
Weight
400 KB
Volume
53
Category
Article
ISSN
0045-7949

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The limit state of failure of a stay is one of the accidental events that must be considered in the design of cable stayed bridges. The existing recommendations propose a static analysis with a dynamic amplification factor, D.A.F., of 2.0 for evaluating the response of the bridge to this accidental