SENSOR PLACEMENT FOR THE HEALTH MONITORING SYSTEM OF RUNYANG BRIDGE

Zhao Xiang; Li Aiqun; Han Xiaolin; Li Zhaoxia; Miao Changqing

doi:10.13204/j.gyjz200501026

Volume 35 Issue 1

Dec. 2014

Turn off MathJax

Article Contents

Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(1): 82-85

Zhao Xiang, Li Aiqun, Han Xiaolin, Li Zhaoxia, Miao Changqing. SENSOR PLACEMENT FOR THE HEALTH MONITORING SYSTEM OF RUNYANG BRIDGE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(1): 82-85. doi: 10.13204/j.gyjz200501026

Citation:

Zhao Xiang, Li Aiqun, Han Xiaolin, Li Zhaoxia, Miao Changqing. SENSOR PLACEMENT FOR THE HEALTH MONITORING SYSTEM OF RUNYANG BRIDGE[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(1): 82-85. doi: 10.13204/j.gyjz200501026

Citation:

PDF( 0 KB)

SENSOR PLACEMENT FOR THE HEALTH MONITORING SYSTEM OF RUNYANG BRIDGE

doi: 10.13204/j.gyjz200501026

1.
1. College of Civil Engineering,Southeast University Nanjing 210096;
2.
2. Key Lab for RC &PC Structures of Ministry of Education,Southeast University Nanjing 210096

Received Date: 2004-08-20
Publish Date: 2005-01-20

Abstract

Abstract

Runyang Yangtse River Highway Bridge is the longest bridge at present,it is prac tically significant to health monitoring, diagnosis, forecast and evaluation of injury influenced by disasters, during its building and working, also, it is the purpose of the Health Monitoring System of Runyang Bridge. As one of the most i mportant problems of the system, optimum placement of sensor must be sloved rati onally. From this point of view, in detail this paper introduces the primary aca demic gist, which contains analytic result of finite element model and optimum p lacement of sensor in girder based on generalized genetic algorithm, and sensor placement for the Health Monitoring System of Runyang Bridge.
- health monitoring,
- sensor,
- optimum placement,
- finite element model,
- generalized genetic algorithm

FullText(HTML)

References(8)

References

[2] 戴兢.缆索支承桥梁概念和设计.北京:人民交通出版社,2001

林元培.斜拉桥.北京:人民交通出版社,1994

[3] Kiviluoma R.Coupled-Mode Buffeting and Flutter Analysis of Bridges.Computers and Structures,1998,70:219～228

[4] Delaunay D,Grillard G.Field Measurements of the Wind-Induced Response of a Ca ble Stayed Bridge:Validation of Provisional Studies.Journal of Wind Engineering and Industrial Aerodynamics,1998,74～76:883～890

[5] Manabu Ito. Cable-Supproted Steel Bridges:Design Problems and Solution.J. Construct Steel Res,1996,37(1):69～84

[6] 吴斌,吴坚,涂序彦.广义自适应遗传算法.西南工学院学报,1998,13(4):1～5

[7] 李戈,秦权,董聪.用遗传算法选择悬索桥监测系统中传感器的最优布点.工程力学,2000,17(1):25～33

[8] 东南大学土木工程学院.润扬长江公路大桥结构安全监测系统研究(1).2003

Relative Articles

Supplements(0)

Cited By

Proportional views