Share Email Print

Proceedings Paper

Research of method for bridge load-carrying capacity assessment based on deformation monitoring data
Author(s): Zhi-yong He; Guan-peng Shen
Format Member Price Non-Member Price
PDF $17.00 $21.00

Paper Abstract

The technique of safety evaluation of in-service bridge is a hot research topic. Currently, most methods for load-carrying capacity evaluation for existing bridge is based on bridge investigation and loading test. These methods have a drawback of an equivocal regulation in dereferencing evaluation indicator, and an incomplete index system. On the basis of long-term deformation monitoring data as well as regular detection result of in-service bridge, in combination of the technical condition of member with information of geometry deformation and load-carrying capacity checking coefficient based on deformation monitoring data, the method for bridge bearing capacity evaluation based on deformation monitoring data is proposed in this paper tentatively. The proposed method is verified by the in-service working condition diagnosis of an existing concrete bridge.

Paper Details

Date Published: 14 April 2010
PDF: 9 pages
Proc. SPIE 7522, Fourth International Conference on Experimental Mechanics, 752263 (14 April 2010); doi: 10.1117/12.850687
Show Author Affiliations
Zhi-yong He, South China Univ. of Technology (China)
Guan-peng Shen, Guangdong Airport Management Corp. (China)

Published in SPIE Proceedings Vol. 7522:
Fourth International Conference on Experimental Mechanics
Chenggen Quan; Kemao Qian; Anand Krishna Asundi; Fook Siong Chau, Editor(s)

© SPIE. Terms of Use
Back to Top
Sign in to read the full article
Create a free SPIE account to get access to
premium articles and original research
Forgot your username?