Analysis of Separated Bridge for Lateral Connection

Hua Qiang Yu; Ming Qiang Lin

doi:10.4028/www.scientific.net/AMM.482.267

Paper Titles

Bayesian Network Based Expert System for Tunnel Surrounding Rockmass Classification
p.248

Study on Effect of Seismic Joint to Seismic Response of Tunnel Passing through Fault
p.252

Influence Evaluation of Fastener Stiffness Match on Subway Rail Switch Safety
p.256

Research and Analysis of a Suspension Bridge
p.262

Analysis of Separated Bridge for Lateral Connection
p.267

Study on Atmospheric Transmission Characteristics of the Mid-Infrared Laser
p.273

Areo-Engine Cycle Parametric Analysis and Installed Performance Calculation Based on Aircraft Flight Mission
p.277

Numerical Simulation on the Infrared Radiation Characteristics of S-Shaped Nozzles
p.282

Design on Distributed Reconfigurable Satellite Full Life Cycle Value Assessment System
p.287

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 482Analysis of Separated Bridge for Lateral...

Analysis of Separated Bridge for Lateral Connection

Abstract:

Use of cantilever plate and the fixed plate’s end moment formulas can obtain the value of the plate end moment which is increased, and then you can determine the reinforcement.Considered the differential settlement,an existing project is well solved, use the simple analysis to quickly identify the projects’ suitable means of connection.

You might also be interested in these eBooks

Structural Engineering, Vibration and Aerospace Engineering

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volume 482)

Pages:

267-270

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.482.267

Citation:

Cite this paper

Online since:

December 2013

Authors:

Hua Qiang Yu*, Ming Qiang Lin

Keywords:

Hinged Connection, Lateral Connection, Rigid Connection, Separated Bridge

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Changhe Lu. GuangFo Expressway connecting the old and new test section of the bridge structure design [J]. Guangdong Highway, 2003 (4): 24 ~ 27. In Chinese.

Google Scholar

[2] Zhiguang Liang, Ping Wang, Jiachen Wang, ShenyouSong. GuangFo Expressway bridge structure connecting the old and new methods [J]. Bridges and Structures, 2006 (1): 30 ~ 34. In Chinese.

Google Scholar

[3] Chunsheng Ma, Shenyou Song. The design of Guangfo Houzhou Bridge connecting the old and new structures[J]. Highway, 2003, (8): 63 ~ 66. In Chinese.

Google Scholar

[4] Hongfei Sheng, Shuren Zhang, Lukuan Yuan. Transformation of the old and new bridge widening bond strength of reinforced concrete structures connected Study [J]. Chinese Journal of Highway, 1994, 7 (2): 52 ~ 58. In Chinese.

Google Scholar

[5] Jinsheng Du, Gang Zhao , Yongguo Zhao, Xiao-rong Hui. Old Bridge Widening deck deflection poor control [J]. Chang'an University (Natural Science Edition), 2011, 31 (4) : 58-62. In Chinese.

Google Scholar

[6] XianRu Zhao. Soft high embankment on the old road to broaden the whole process of settlement prediction [J]. Road Machinery & Construction Mechanization, 2009, 26 (9) : 40-42. In Chinese.

Google Scholar