Comparative Analysis of Two Damage Detection Methods in Early Warning System of Bridge Safety
Damage detection technology is a key content of the early warning system of bridge safety. In this paper, based on the simulation analysis of continuous box Girder Bridge, comparative analysis of curvature mode method and flexibility matrix method is studied on three aspects of sensitivity on damage detection, accuracy on detection and localization and anti-influence of test error. The studies of applicability of these two methods to the damage detection of bridge provide a basis for the selection of damage detection method for the early warning system of bridge safety.
bridge engineering early warning system damage detection curvature mode method flexibility matrix method
LI Husheng LIU Yujie
School of Construction and Safety Engineering,Shanghai Institute of Technology,Shanghai 200235,China School of Construction and Safety Engineering,Shanghai Institute of Technology,Shanghai 200235,China
国际会议
The 2008 International Symposium on Safety Science and Technology(2008年安全科学技术国际会议)
北京
英文
1765-1770
2008-09-24(万方平台首次上网日期,不代表论文的发表时间)