Damage identification forms a key objective in structural health monitoring. Several state‐of‐
the‐art review papers regarding progress in this field up to 2011 have been published. This …

With the development of bridges, independent condition assessment of large-scale bridges
has garnered significant attention over the past few decades. Data-driven structural health …

To deduce the bridge state through the deflection of the main girder of a cable stayed bridge,
the mapping relationship between temperature features and temperature-induced deflection …

Moving train load parameters, including train speed, axle spacing, gross train weight and
axle weights, are identified based on strain-monitoring data. In this paper, according to …

Structural condition monitoring of railway bridges has been emphasized for guaranteeing
the passenger comfort and safety. Various attempts have been made to monitor structural …

In a half-through steel arched bridge, the suspenders are the critical load transfer
component that transmits the deck system and traffic load to the arch rib. These suspenders …

In vibration-based damage identification, a common problem is that modal information is not
enough and insensitive to local damage. To solve this problem, an effective method is to …

Structural deformation entails safety risks, and at times, direct measurement can be
challenging, especially when reference points are unavailable. Therefore, the development …

The fatigue problem of hangers is fatal for the safety of the whole bridge structure. The
objective of this study is to present a strain monitoring-based method to assess the fatigue …

In a half-through or through arch bridge, the hangers (or suspenders) are considered as
critical structural components, especially for dynamic performance assessment. This paper …