ArticleSensors (Basel, Switzerland)2018
Deformation Monitoring for Chinese Traditional Timber Buildings Using Fiber Bragg Grating Sensors.
Article in Sensors (Basel, Switzerland), 2018. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 6 papers.
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Who cites it
6 citing papers in PubMed.
- Real-Time Structural Monitoring of the Multi-Point Hoisting of a Long-Span Converter Station Steel Structure.Sensors (Basel, Switzerland) · 2021Article
- Structural Instability-Enabled Mechanical Sensors Using Fiber Bragg Grating.Materials (Basel, Switzerland) · 2020Article
- Laboratory and In-Situ Testing of Integrated FBG Sensors for SHM for Concrete and Timber Structures.Sensors (Basel, Switzerland) · 2020Article
- Real-Time Wood Behaviour: The Use of Strain Gauges for Preventive Conservation Applications.Sensors (Basel, Switzerland) · 2020Article
- Structural Health Monitoring System Based on FBG Sensing Technique for Chinese Ancient Timber Buildings.Sensors (Basel, Switzerland) · 2019Article
- Efficient Sensor Placement Optimization for Shape Deformation Sensing of Antenna Structures with Fiber Bragg Grating Strain Sensors.Sensors (Basel, Switzerland) · 2018Article
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5 authors.
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Abstract
The Fiber Bragg Grating (FBG) sensing technique is suitable for a wide variety of measurements, including temperature, pressure, acceleration, liquid level, etc., and has been applied to many bridges and buildings in the past two decades. The fact that the FBG technique can only monitor and measure strain data for most cases when it is used for deformation measurements impedes application of the FBG sensing technique in civil infrastructures. This paper proposes FBG sensing-based deformation monitoring methods that are applicable to monitoring beam deflection, column inclination angle and mortise-tenon joint dislocation for Chinese traditional timber structures. On the basis of improved conjugated beam theory and geometrical trigonometric function relationship, the relationships between the FBG sensing strain values and the deflection of beam, inclination angle of column, as well as the amount of dislocation of mortise-tenon joint are deducted for Chinese traditional buildings. A series of experiments were conducted to verify the applicability and effectiveness of the proposed deformation monitoring methods. The results show that a good agreement is obtained between the values given by the methods proposed in this paper and other methods. This implies that the proposed deformation monitoring methods are applicable and effective in the health monitoring of Chinese traditional timber structures.
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