Study on the Load Test of Variable Cross-Section Box Girder Bridge

Article Preview

Abstract:

In order to study the load property of variable cross-section continuous box girder bridge, in this paper, the static and dynamic load test were carried on the main span for Xiaoqinghe super-large bridge in Shandong province. The main girder stress, deflection, impact coefficient, self-vibration frequency and the static and dynamic characteristics were analyzed, compared with the theoretical calculation to judge the safety of the bridge.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

135-138

Citation:

Online since:

December 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] 《Test method of long-span concrete bridge》 [M] Beijing: China Communications Press, 1982"In Chinese.

Google Scholar

[2] Ma Xun, Wang Chang-qing. Discussion on Bridge Loading Test, Shanxi Architecture, 2008: 329-330 in Chinese.

Google Scholar

[3] Highway Bridge Design General Specification》(JTG D60-2004) [S]. Beijing: China Communications Press, 2004 In Chinese.

Google Scholar

[4] Bridge Engineering Testing Manual》[M] Beijing: China Communications Press, 2001"In Chinese.

Google Scholar

[5] 《Bridge detection and reinforcement》[M] Beijing: China Communications Press, 2007"In Chinese.

Google Scholar