Frontier of continuous structural health monitoring system for short & medium span bridges and condition assessment

Ayaho Miyamoto*, Risto Kiviluoma, Akito Yabe

*Corresponding author for this work

Research output: Contribution to journalArticleScientificpeer-review

3 Citations (Scopus)
37 Downloads (Pure)


It is becoming an important social problem to make maintenance and rehabilitation of existing short and medium span(10-20 m) bridges because there are a huge amount of short and medium span bridges in service in the world. The kernel of such bridge management is to develop a method of safety(condition) assessment on items which include remaining life and load carrying capacity. Bridge health monitoring using information technology and sensors is capable of providing more accurate knowledge of bridge performance than traditional strategies. The aim of this paper is to introduce a state-of-the-art on not only a rational bridge health monitoring system incorporating with the information and communication technologies for lifetime management of existing short and medium span bridges but also a continuous data collecting system designed for bridge health monitoring of mainly short and medium span bridges. In this paper, although there are some useful monitoring methods for short and medium span bridges based on the qualitative or quantitative information, mainly two advanced structural health monitoring systems are described to review and analyse the potential of utilizing the long term health monitoring in safety assessment and management issues for short and medium span bridge. The first is a special designed mobile in-situ loading device(vehicle) for short and medium span road bridges to assess the structural safety(performance) and derive optimal strategies for maintenance using reliability based method. The second is a long term health monitoring method by using the public buses as part of a public transit system (called bus monitoring system) to be applied mainly to short and medium span bridges, along with safety indices, namely, “characteristic deflection” which is relatively free from the influence of dynamic disturbances due to such factors as the roughness of the road surface, and a structural anomaly parameter.

Original languageEnglish
Pages (from-to)569-604
Number of pages36
JournalFrontiers of Structural and Civil Engineering
Issue number3
Early online date12 Jul 2018
Publication statusPublished - 1 Jun 2019
MoE publication typeA1 Journal article-refereed


  • bridge performance
  • condition assessment
  • in-situ loading
  • information technology
  • loading vehicle(public bus)
  • long-term data collection
  • maintenance
  • short & medium span bridge
  • structural health monitoring(SHM)
  • system

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