Steel Truss Girder Bridge Reinforcement Removing Phase Analysis of Stress Dynamic Monitoring

Article Preview

Abstract:

By taking a simple supported concrete-filled steel truss bridge as the research object in Guangzhou, some jobs have been done such as the simulating calculation and the real-time monitoring of side span steel girder during the jacking construction procedure, and contrast analysis was conducted between the calculating stress value and the measured stress value, which may draw a conclusion that the safety could be satisfied during the jacking construction procedure

You might also be interested in these eBooks

Info:

Periodical:

Pages:

650-655

Citation:

Online since:

March 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Yue Jianping, Fang Lou and Li Li: submitted to surveying and mapping bulletin (2007).

Google Scholar

[2] Xu Junlan, in: The large span bridge construction control , edited by China Communications Press. Beijing (2000), in press.

Google Scholar

[3] Ge Yaojun, in: Points stage construction girder bridge analysis and control, edited by China Communications Press. Beijing (2003), in press.

Google Scholar

[4] Lin Yekun, Qiu Shizhong, in: Bridge construction special technical manual , edited by China Communications Press. Beijing (2000), in press.

Google Scholar

[5] Information on http: /www. cnbridge. cn.

Google Scholar