Multi-stage identification scheme for detecting damage in cable-stayed Kap Shui Mun Bridge

Engineering Structures

Volumn 24, Issue 7, 2002, Pages 857-868

  Ko, J M ^a   Sun, Z G ^a   Ni, Y Q ^a  

^a HONG KONG POLYTECHNIC UNIVERSITY   (Hong Kong)

Author keywords

Cable stayed bridge; Damage detection; Modal analysis; Multi stage identification; Neural network

Indexed keywords

BRIDGES; COMPUTER SIMULATION; FINITE ELEMENT METHOD; NEURAL NETWORKS;

DAMAGE DETECTIONS;

STRUCTURAL DESIGN;

CABLE STAYED BRIDGE;

EID: 0036642429     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(02)00024-X     Document Type: Article

References (16)

1. Design and construction of the Kap Shui Mun Bridge at Hong Kong
2. Structural performance measurement and design parameter validation for Kap Shui Mun Bridge
3. Planning and implementation of the structural health monitoring system for cable-supported bridges in Hong Kong
4. Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics: A literature review
5. Development of vibration-based damage detection methodology for civil engineering structures
6. Modal analysis of cable-stayed Kap Shui Mun Bridge taking cable local vibration into consideration
7. Dynamic monitoring of structural health in cable-supported bridges
8. Structural fault detection using a novelty measure
9. Neural network novelty filtering for anomaly detection of Tsing Ma Bridge cables
10. Damage detection from changes in curvature mode shapes
11. Comparative study of damage identification algorithms applied to a bridge
12. Damage detection in structures using changes in flexibility
13. Bridge-condition assessment by modal flexibility
14. Selection of input vectors to neural networks for structural damage identification
15. Finite element modelling and modal sensitivity analysis of the Kap Shui Mun cable-stayed bridge