Zhang Zhe

Qin Si-Feng1
Tan Yan-Bin1
Wang Hui-Li1
1Qin Si-Feng
1Tan Yan-Bin
1Wang Hui-Li
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Geometric nonlinearity of self-anchored cable-stayed suspension bridges is studied in this paper. The repercussion of shrinkage and creep of concrete, rise-to-span ratio, and girder camber on the system is discussed. A self-anchored cable-stayed suspension bridge with a main span of 800 m is analyzed with linear theory, second-order theory, and nonlinear(More)
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