Mechanical Behavior of Multi-Pylon Steel Cable-Stayed Bridge

Ming Gen Zeng; Chang Yuan Dai; Qing Tian Su

doi:10.4028/www.scientific.net/AMR.1101.355

Paper Titles

Preparation of Magnetite-Mg/Al Hydrotalcite through Hydrothermal Process and Subsequent Calcination
p.336

The Effect of Thermal Cycling on the Agglomeration of Fuel Cell Electrocatalysts
p.340

Characterization of Thermal Conductivity and Viscosity of Nanofluids with Aqueous Base Fluids
p.344

Potentiodynamic Polarization Studies of Glycerin in Platinum Electrodes
p.348

Mechanical Behavior of Multi-Pylon Steel Cable-Stayed Bridge
p.355

Artificial Weathering Analysis and Mechanical Behavior of Geotextiles Used for Coast Erosion Control and Beach Restoration
p.361

Parametrical Investigations on Concrete-Jacketed RC Columns with Pre- and Post-Corrosion Damage
p.368

Performance Analysis of Fine Mineral Fillers in Gypsum Plasters
p.373

Sound Absorption Analysis of Micro Perforated Panel with Ladder Change Type Cross Section
p.379

HomeAdvanced Materials ResearchAdvanced Materials Research Vol. 1101Mechanical Behavior of Multi-Pylon Steel...

Mechanical Behavior of Multi-Pylon Steel Cable-Stayed Bridge

Abstract:

The structure form of the multi-pylon cable-stayed bridge is greatly different from that of conventional cable-stayed bridge with twin-pylon or single-pylon, which induces the mechanical behavior of multi-pylon cable-stayed bridge is also much different from that of cable-stayed bridge with twin-pylon or single-pylon. Combined with the Fanli Bridge in Yixing city of Jiangsu province, the load carrying performance of this type bridge is analyzed. The analytical results show that the internal force distribution pattern of main girder in this type cable-stayed bridge is different from that of in conventional cable-stayed bridge, also the internal force distribution pattern of both the different steel pylons in same bridge and the steel columns in same pylon are distinctive.

You might also be interested in these eBooks

Material Science and Engineering Technology III

View Preview

Info:

Periodical:

Advanced Materials Research (Volume 1101)

Pages:

355-360

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1101.355

Citation:

Cite this paper

Online since:

April 2015

Authors:

Ming Gen Zeng*, Chang Yuan Dai, Qing Tian Su

Keywords:

Cable-Stayed Bridge, Mechanical Behavior, Multi-Span, Steel Structure

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Lixing Jing, Huiqian Guo: Multi-Span Cable-stayed Bridge Development Summery. Highway, Jul. 2010, No. 7, pp.24-29 in Chinese.

Google Scholar

[2] Qi Tang: Steel Tower Construction Technology of Nanjing No. 3 Bridge. Technology of High way and Transport, Feb. 2006, No. 1, pp.42-47, in Chinese.

Google Scholar

[3] Mei Yu, Qiao Li: Effect of Structural Arrangement on Mechanical Behavior of Multi-span Cable-Stayed Bridges, Bridge Construction, No. 2 (2004), pp.1-4, in Chinese.

Google Scholar

[4] Shanshan Cao, JunQing Lei, Zhongsan Li, etc: Analysis of Rigidity of Multi-Pylon Cable-Stayed bridges, Bridge Construction, 2012, 40(1), pp.55-59, in Chinese.

Google Scholar

[5] Chun Zheng, Xiaodong Liu: Rigidity of Multi-Pylon Cable-Stayed Bridge. Highway, Jun. 2002, No. 6, pp.98-100, in Chinese.

Google Scholar

[6] Changyu Shao: Study of Structure System and Load Carry Performance of Yiling Yangtze River Three-Pylon Cable-Stayed Bridge. Engineering Mechanic Supplement, 2000, pp.272-277, in Chinese.

Google Scholar