A method for calculating strand tension in the anchor span of a suspension bridge considering the rotation of a splay saddle

Author:

Huo Xuejin,Chen Jia,Wang Dongxu,Zhu Li

Publisher

Elsevier BV

Reference22 articles.

1. Investigation of live load deflection limit for steel cable stayed and suspension bridges;Park;Int. J. Steel Struct.,2019

2. Preliminary design of very long-span suspension bridges;Clemente;Eng. Struct.,2000

3. Static analysis and simplified design of suspension bridges having various rigidity of cables;Grigorjeva;J. Civil Eng. Manag.,2010

4. Cable supported bridges: concept and design;Dorton;Can. J. Civil Eng.,2012

5. Probabilistic risk assessment for the construction phases of a bridge construction based on finite element analysis;Choa;Finite Elem. Anal. Des.,2008

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