Comparative study of damage indices for long-span bridges

Proceedings of the International Modal Analysis Conference - IMAC

Volumn 2, Issue , 2001, Pages 1374-1380

  Wang, B S ^a   Liang, X B ^a   Ni, Y Q ^a   Ko, J M ^a  

^a ZHEJIANG UNIVERSITY   (China)

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER SIMULATION; ELASTIC MODULI; FAILURE ANALYSIS; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; NATURAL FREQUENCIES; PERFORMANCE; STIFFNESS MATRIX; VECTORS;

DAMAGE DETECTION; DAMAGE INDICES; TING KAU BRIDGE; TSING MA BRIDGE;

BRIDGES;

EID: 0035046291     PISSN: 10466770     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Conference Paper

References (12)

1. Dynamics approach for monitoring bridge deterioration
2. Vibration of PC during failure
3. On the use of measured vibration for detecting bridge damage
4. Modal analysis as a bridge inspection tool
5. Application of an enhanced coordinate modal assurance criteria
6. Field verification of a nondestructural damage localization and severity estimation algorithm
7. Damage detection from changes in curvature mode shapes
8. Damage detection in structures using changes in flexibility
9. Structural damage detection using a minimum rank update theory
10. Tsing Ma suspension bridge: Ambient vibration survey campaigns
11. Structural performance measurements and design parameter validation for Tsing Ma suspension bridge