Study on Dynamic Characteristic of 64m Railway Steel Truss Bridge on Expanding Heavy-Load Transport Condition

Zhi Jie Sun; Jun Min Shen; Jian Bin Zhao; Zhong Ming Su

doi:10.4028/www.scientific.net/AMM.90-93.1100

Paper Titles

Study on Wind Resistance Strategy and Stability Calculation of a Single-Span Suspension Bridge
p.1082

Model Test for the Pylon of Cable-Stayed Bridge with Double-Tower-Connected and Four Cable Planes
p.1087

Construction and Quality Evaluation of Prestressed High-Strength Concrete Hollow Slabs
p.1092

Experimental Study on Ductility and Dissipative Capacity of AAC Block Load Bearing Walls
p.1096

Study on Dynamic Characteristic of 64m Railway Steel Truss Bridge on Expanding Heavy-Load Transport Condition
p.1100

Vehicle-Bridge Coupled Vibration on Concrete-Filled Steel Tubular Arch Bridge
p.1106

Design of Reinforced Concrete Slant-Legged Rigid Frame Bridge
p.1112

Seismic Effect Analysis of Externally Prestressed Steel-Box Girder Bridge
p.1116

Structural Optimization of Prestessed Concrete Continuous Box Girder Bridges in Highway Viaduct
p.1122

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 90-93Study on Dynamic Characteristic of 64m Railway...

Study on Dynamic Characteristic of 64m Railway Steel Truss Bridge on Expanding Heavy-Load Transport Condition

Abstract:

Through theoretical calculation, systemic analysis of dynamic performance of the 64m single and double line railway steel truss bridges on the expanding condition and conventional condition. Contrast and analysis the main dynamic performance parameters of bridges on the two kinds of operating condition. In 64m steel truss bridges of Shuozhou-Huanghuagang Railway application practice proves that on expanding heavy-load condition, the main dynamic performance parameters of bridges are slightly larger than conventional condition, but the variation law of vertical acceleration of mid-span is different.

You might also be interested in these eBooks

Advances in Civil Engineering, ICCET 2011

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 90-93)

Pages:

1100-1105

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.90-93.1100

Citation:

Cite this paper

Online since:

September 2011

Authors:

Zhi Jie Sun, Jun Min Shen, Jian Bin Zhao, Zhong Ming Su

Keywords:

Dynamic Performance, Expanding Transport, Steel Truss Bridge

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Yanjiang Su: Steel Construction and Design (Southwest Jiaotong University Publications, Chengdou 2006).

Google Scholar

[2] Guangfu Li and Liancheng Zhou: Journal of Shenyang Architectural and Civil Engineering University Vol. 16(2) (2000), p.99．In Chinese

Google Scholar

[3] Republic of China Ministry of Railways: Railway bridge test specification (China Railway Publications, Beijing 2004).

Google Scholar

[4] Information on http://cn.midasuser.com

Google Scholar

[5] Shijiazhuang Railway Institute of Engineering Structure Testing Center: Shuohuang Railway 64m steel truss bridge inspection report (Shijiazhuang 2008).

Google Scholar