Discussion about the Limit Span of Self-Anchored Suspension Bridge and Influencing Factors

Qiong Huang

doi:10.4028/www.scientific.net/AMM.587-589.1473

Paper Titles

Research on Simulation and Analysis of Tensioning Process of Suspender for Combinative Bridge with V-Type Pier Continuous Rigid Frame and Arch
p.1448

The Application of Pushover Method in Complex Bridge Seismic Design
p.1454

Time-History Analysis of Pre-Stress Loss of Four-Spans Pre-Stressed Continuous Rigid Frame Bridge
p.1462

An Improved Flutter Analytical Method for Bridge
p.1468

Discussion about the Limit Span of Self-Anchored Suspension Bridge and Influencing Factors
p.1473

Effect Evaluation of Prestressed Carbon Fiber Plate Reinforced Bridges in Critical Condition
p.1477

Research on Skew Coefficient for Stresses of Skewly Supported Three-Span Continuous Box Girders
p.1483

Static Loading Test and Theoretical Analysis of a Pedestrian Bridge
p.1488

Study on Concrete Durability Design for Penang Second Bridge of Malaysia
p.1493

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 587-589Discussion about the Limit Span of Self-Anchored...

Discussion about the Limit Span of Self-Anchored Suspension Bridge and Influencing Factors

Abstract:

Based on the material strength limit conditions of cable and stiffening girder, the static analysis of self-anchored suspension bridge was calculated. The stiffening girder of self-anchored suspension bridge was assimilated with elastic foundation girder. Considering of the action of both axial force and bending moment, the limit span of self-anchored suspension bridge was discussed. The limit span equation of three-span self-anchored suspension bridge with two towers was deduced. The influencing factors, such as ratio of rise to span of main cable, cross-sectional area and spacing of hangers, are studied, and the corresponding limit spans were given. It can provide valuable reference for the primary design of self-anchored suspension bridge.

You might also be interested in these eBooks

Sustainable Cities Development and Environment Protection IV

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 587-589)

Pages:

1473-1476

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.587-589.1473

Citation:

Cite this paper

Online since:

July 2014

Authors:

Qiong Huang

Keywords:

Influencing Factor, Limit Span, Self-Anchored, Suspension Bridge

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] O. Paolo. Clemente, Giulio. Nicolosi, Aldo. Raithel. Preliminary design of very long-span suspension bridges . Engineering Structures, 2000, 22(12): 1699-1706.

DOI: 10.1016/s0141-0296(99)00112-1

Google Scholar

[2] Xiang. Haifan, Ge. Yaojun. On aerodynamic limits to suspension bridge. China Civil Engineering Journal, 2005, 38(1): 60-70.

Google Scholar

[3] Qiu. Wenliang, Zhang. Zhe. Study on limit span of two-span self anchored suspension bridge with single tower. Journal Wuhan University of Technology(Transportation Science & Engineering), 2005, 29(6): 858-861.

DOI: 10.1109/icec.2009.33

Google Scholar

[4] Huang. Qiong. Study of self-anchored suspension bridge with steel-concrete mixed girder. Changsha: Central South University, 2007(in Chinese).

Google Scholar