Limit span of self-anchored cable-stayed suspension cooperation system bridge based on strength |
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Authors: | Zhe Zhang Huili Wang Sifeng Qin and Xiaomeng Ge |
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Affiliation: | (1) Bridge Science Research Institute, Dalian University of Technology, Dalian, 116023, China;(2) Research Center for Numerical Test of Material Failure, Dalian University, Dalian, 116622, China |
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Abstract: | The limit span of self-anchored cable-stayed suspension bridge is deduced. The relations among the geometrical parameters,
loads and material characteristics are also analyzed. Based on the material strength and commonly used materials, the limit
spans of self-anchored cable-stayed suspension bridges with concrete girder or steel girder under vertical static load are
discussed in detail. The corresponding upper limit spans and the effect of the factors on the span are given. The results
indicate that increasing rise-span ratio, height-span ratio and cable-stayed segment length or reducing the second dead load
could increase the cooperation system span.
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Translated from Journal of Dalian University of Technology, 2008, 48(3): 387–391 译自: 大连理工大学学报] |
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Keywords: | cable-stayed suspension self-anchored limit span |
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