Research on Design and Construction of Main Pylon of Maanshan Changjiang River Highway Bridge

Qi Yang Liu; Min He; Xiao Long Li; Qiang Zhang

doi:10.4028/www.scientific.net/AMM.587-589.1604

Paper Titles

Parsing on the Processing Methods of Seamline for Concrete Bridgewith Seamless Broaden Technology
p.1581

Practical Calculation of Cable-Stayed Arch Bridge Lateral Stability
p.1586

Prestressed I-Beams of 12 m Span Made of Ultra-High Performance Concrete for Construction of Railway Bridges
p.1593

Reliability Analysis of Half-Through Concrete-Filled Steel Tubular Arch Bridge
p.1597

Research on Design and Construction of Main Pylon of Maanshan Changjiang River Highway Bridge
p.1604

Research on the Effect of Bridge Guardrail to Load Distribution
p.1608

Research on the Key Techniques of Zhanjiang Donghai Island Bridge
p.1614

Research on Working Behavior of Prestressed Curved Girder Bridge
p.1618

Sensitivity Parameter Analysis and Accurately Calculation Method of Cables Unstressed Length for Cable-Stayed Bridges
p.1622

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 587-589Research on Design and Construction of Main Pylon...

Research on Design and Construction of Main Pylon of Maanshan Changjiang River Highway Bridge

Abstract:

The subject investigated of this article is Maanshan Changjiang River Highway Bridge, which is a prestressed concrete cable-stayed bridge with three arched pylons. With the analysis of the details in design and construction of the main pylon of bridge, such as the set of the beams, the design of curve-shaped pylon and some significant parameters, it provide feasible experience in multi-pylon cable-stayed bridge. This article established the simplified finite element model with the software MIDAS/Civil and analyzed the load carrying capability and the deformation at the finished state of the 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:

1604-1607

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.587-589.1604

Citation:

Cite this paper

Online since:

July 2014

Authors:

Qi Yang Liu, Min He*, Xiao Long Li, Qiang Zhang

Keywords:

Finite Element, Main Pylon, Three-Pylon Cable-Stayed Bridge

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] M. A. Abdullah, A. A. Abdul-Razzak: Finite strip analysis of prestressed box-girders. Computers & Structures, Vol. 36 No. 5 (1990), pp.817-822.

DOI: 10.1016/0045-7949(90)90152-r

Google Scholar

[2] Hyung-Keun Ryu, Chang-Su Shim, Sung-Pil Chang and Chul-Hun Chung: Inelastic behaviour of externally prestressed continuous composite box-girder bridge with prefabricated slabs. Journal of Constructional Steel Research, Vol. 60 No. 7 (2004).

DOI: 10.1016/j.jcsr.2003.09.004

Google Scholar

[3] H.G. Kwak, J.K. Son. Determination of design moments in bridges constructed by balanced cantilever method. Engineering Structures, Vol. 24 No. 5 (2002), pp.639-648.

DOI: 10.1016/s0141-0296(01)00128-6

Google Scholar

[4] J. Combault, J.P. Teyssandier. The Rion-Antirion Bridge Concept, Design and Construction. ASCE, 2005, 1-12.

DOI: 10.1061/40753(171)149

Google Scholar