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Frontiers of Structural and Civil Engineering

Front. Struct. Civ. Eng.    2009, Vol. 3 Issue (3) : 286-291     https://doi.org/10.1007/s11709-009-0045-y
Research articles
Limit span of self-anchored cable-stayed suspension cooperation system bridge based on strength
Zhe ZHANG 1, Huili WANG 1, Xiaomeng GE 1, Sifeng QIN 2,
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.
Keywords cable-stayed suspension      self-anchored      limit span      
Issue Date: 05 September 2009
 Cite this article:   
Zhe ZHANG,Huili WANG,Xiaomeng GE, et al. Limit span of self-anchored cable-stayed suspension cooperation system bridge based on strength[J]. Front. Struct. Civ. Eng., 2009, 3(3): 286-291.
 URL:  
http://journal.hep.com.cn/fsce/EN/10.1007/s11709-009-0045-y
http://journal.hep.com.cn/fsce/EN/Y2009/V3/I3/286
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Zhe ZHANG
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