客观 发表于 2025-3-28 17:21:07
Applications of Fiber Bragg Grating Sensors, and larger sensing range are observed with indirect sensing technique, where the FBG is embedded within layers of composite materials. In this Chapter, the applications of these FBG-based sensors are covered.有说服力 发表于 2025-3-28 21:14:01
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Introduction, valuable insight into their behavior and performance under actual loadings. Ironically, whereas vast economic resources are mobilized for the construction of civil infrastructures, structural engineers in general are not too concerned with their post-construction behavior.Arb853 发表于 2025-3-29 03:21:10
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Introduction,refore, it is vital to continuously monitor the performance and condition of all civil infrastructures, especially the critical ones such as bridges and power plants so that any adverse changes in their performance or condition can be detected in a timely fashion and mitigated. In addition, instrumeVOK 发表于 2025-3-29 12:01:16
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Impedance Models for Structural Health Monitoring Using Piezo-Impedance Transducers,mechanical formulations. In all these models, impedance is defined as 1D, 2D and 3D equations depending on the nature of host structure to be monitored, size of PZT patch and adhesive layer. In addition, direct use of coupled field element in conjunction with finite element method (FEM) is covered.Jacket 发表于 2025-3-29 21:27:55
Strength and Damage Assessment of Concrete, piezoimpedance transducers. However, it is equally important to relate the identified impedance parameters with physical parameters such as strength and stiffness, and to calibrate changes in these parameters with damage progression in the host structure. This is the main objective of this chapter,MIRTH 发表于 2025-3-30 03:31:12
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Smart Beams: A Semi-Analytical Method,m vibration-induced damages. Structural control methods can be classified into two main groups: passive control and active control. The basic role of passive control is to absorb or consume a portion of the input energy, thereby reducing the energy dissipation demand on the primary structural member