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Damage Localization in Bridges Using Differential Curvature Difference Indicator(PDF)

《建筑科学与工程学报》[ISSN:1673-2049/CN:61-1442/TU]

Issue:
2012年03期
Page:
68-72
Research Field:
Publishing date:

Info

Title:
Damage Localization in Bridges Using Differential Curvature Difference Indicator
Author(s):
WANG Yi-lin1 LIU Xi-la2 FANG Cong-qi2
1. School of Civil Engineering, Shandong Jianzhu University, Jinan 250101, Shandong, China; 2. Department of Civil Engineering, Shanghai Jiaotong University, Shanghai 200240, China
Keywords:
bridge damage localization differential curvature displacement self-vibration frequency robustness
PACS:
U448.34
DOI:
-
Abstract:
Authors deeply investigated the application of differential curvature difference indicator in damage localization of bridges. Based on the foundational theory analysis, the practical and detailed application method of this indicator was proposed. The effectiveness of differential curvature difference was verified in multiple damage localizations of bridges by a cable-stayed bridge example. The comparative advantage with respect to the previous mode method was assessed. Finally, some valuable suggestions for improving its robustness were also proposed. Results show that the method has certain advantages.

References:

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Memo

Memo:
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Last Update: 2012-09-20