Displacement characteristics of long span three-tower suspension bridge

Chen Ce、 Yin Haihua

Strategic Study of CAE ›› 2010, Vol. 12 ›› Issue (8) : 79-82.

PDF(876 KB)
PDF(876 KB)
Strategic Study of CAE ›› 2010, Vol. 12 ›› Issue (8) : 79-82.

Displacement characteristics of long span three-tower suspension bridge

  • Chen Ce、 Yin Haihua

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Abstract

Taizhou Yangtze Highway Bridge adopts three-tower suspension bridge scheme which has two 1 080 m main span in its primary design. This paper studies the different displacement traits between three-tower suspension bridge and two-tower suspension bridge. It also analyzes the influence of various parameters, such as the rigidity and height of the tower, the height of the main girder, the sag-to-span ratio and side span's length to middle span's ratio, on displacement feature of three-tower suspension bridge.

Keywords

three-tower suspension bridge / Taizhou Bridge / displacement characteristics / influencing parameters

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Chen Ce, Yin Haihua. Displacement characteristics of long span three-tower suspension bridge. Strategic Study of CAE, 2010, 12(8): 79‒82
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