DocumentCode :
1800708
Title :
Design and Practice of the Automatic Monitoring System for the Bridge´s Structure Security in Active Service
Author :
Chenguang, Jiang ; Yong, He ; Zhongping, Jiang ; Bo, Liu
Author_Institution :
Southern Yangtze Univ., Jiangsu
fYear :
2007
fDate :
Aug. 16 2007-July 18 2007
Abstract :
The secure monitoring problem of the bridge´s structure in active service is the hotspot problem to which the whole bridge field is paying attention all the time. The sensor can obtain the stress and the strain´s situation of the bridge´s parts, but the strain is only a relative one. How to obtain the integral and absolute strain information of the bridge´s structure is a hard nut to crack. On the basis of the cause supra, the automatic monitoring system about the bridge´s structure security in active service based on the RTK-GPS technology and the measuring robot has been developed. Load Response Spectrum Method, an effective method to diagnose the bridge´s health status, which is based on the monitoring data´s characteristic of the two automatic monitoring technologies. The basic principle, monitoring method and monitoring process of these two automatic monitoring technologies are introduced.
Keywords :
bridges (structures); condition monitoring; cracks; safety devices; RTK-GPS technology; automatic monitoring system; bridge health status; bridge structure security; load response spectrum method; strain information; Bridges; Capacitive sensors; Computerized monitoring; Geologic measurements; Global Positioning System; Information security; Instruments; Robotics and automation; Satellites; Space technology; Automatic control; RTK-GPS technology; automatic monitoring; bridge´s structure; measuring robot; security monitoring;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Electronic Measurement and Instruments, 2007. ICEMI '07. 8th International Conference on
Conference_Location :
Xi´an
Print_ISBN :
978-1-4244-1136-8
Electronic_ISBN :
978-1-4244-1136-8
Type :
conf
DOI :
10.1109/ICEMI.2007.4351234
Filename :
4351234
Link To Document :
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