Development of an integrated structural health monitoring system for bridge structures in operational conditions

doi:10.1007/s11709-012-0161-y

Frontiers of Structural and Civil Engineering

2012, Vol. 6

Issue (3): 321-333 https://doi.org/10.1007/s11709-012-0161-y

RESEARCH ARTICLE

本期目录

Development of an integrated structural health monitoring system for bridge structures in operational conditions

Xinqun ZHU¹(

), Hong HAO²

1. School of Computing, Engineering and Mathematics, University of Western Sydney, Penrith, NSW 2751, Australia; 2. School of Civil and Resource Engineering, University of Western Australia, Crawley,WA 6009, Australia

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Abstract：

This paper presents an overview of development of an integrated structural health monitoring system. The integrated system includes vibration and guided-wave based structural health monitoring. It integrates the real-time heterogeneous sensor data acquiring system, data analysis and interpretation, physical-based numerical simulation of complex structural system under operational conditions and structural evaluation. The study is mainly focused on developing: integrated sensor technology, integrated structural damage identification with operational loads monitoring, and integrated structural evaluation with results from system identification. Numerical simulation and its implementation in laboratory show that the system is effective and reliable to detect local damage and global conditions of bridge structures.

Key words： integrated structural health monitoring operational conditions vibration and guided wave

收稿日期: 2012-03-13 出版日期: 2012-09-05

Corresponding Author(s): ZHU Xinqun,Email:xinqun.zhu@uws.edu.au

引用本文:

. Development of an integrated structural health monitoring system for bridge structures in operational conditions[J]. Frontiers of Structural and Civil Engineering, 2012, 6(3): 321-333.
Xinqun ZHU, Hong HAO. Development of an integrated structural health monitoring system for bridge structures in operational conditions. Front Struc Civil Eng, 2012, 6(3): 321-333.

链接本文:

https://academic.hep.com.cn/fsce/CN/10.1007/s11709-012-0161-y
https://academic.hep.com.cn/fsce/CN/Y2012/V6/I3/321

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