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

Displacement characteristics of long span three-tower suspension bridge

Author information +
History +
PDF (876KB)

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

Cite this article

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

登录浏览全文

4963

注册一个新账户 忘记密码

References

AI Summary AI Mindmap
PDF (876KB)

271

Accesses

0

Citation

Detail

Sections
Recommended

AI思维导图

/