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Structural Engineering and Mechanics Volume 5, Number 6, November 1997 , pages 767-774 DOI: https://doi.org/10.12989/sem.1997.5.6.767 |
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Static behaviors of self-anchored and partially earth-anchored long-span cable-stayed bridges |
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Xie X, Yamaguchi H, Nagai M
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| Abstract | ||
| In this paper, three dimensional static behaviors of the self-anchored and partially earth-anchored cable-stayed bridges, with a span of 1400 meters, under wind loading are studied by using a 3D geometrical nonlinear analysis. In this analysis, the bridges both after completion and under construction are dealt with. The wind resistant characteristics of the both cable-stayed systems are made clear. In particular, the characteristics of the partially earth-anchored cable systems, which is expected to be a promising solution for extending the span of the cable-stayed systems further, is presented. | ||
| Key Words | ||
| cable-stayed bridge, self-anchored bridge, partially earth-anchored bridge, wind load | ||
| Address | ||
| Xie X, Saitama Univ, Dept Civil & Environm Engn, Urawa, Saitama 338, Japan Saitama Univ, Dept Civil & Environm Engn, Urawa, Saitama 338, Japan Nagaoka Univ Technol, Dept Civil Engn, Nagaoka, Niigata 94021, Japan | ||