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Harmonic excitation test is employed to deduce its dynamic displacement response behaviour.
In this paper, the method for multi-point synchronous measurement of structural dynamic displacement is proposed.
The maximum dynamic displacement was significantly increased compared to the static connection response.
The dynamic displacement responses of the transducer under liquid-loading and unloading are calculated and compared.
The effect of the distributed damping layer treatment on the dynamic displacement and the stresses are studied.
The method requires the calculation of a dynamic displacement factor that depends on the tool vibration frequency.
This article describes the development of a non-contact dynamic displacement measurement system for railway bridges based on video technology.
Dynamic displacement trials were then collected to measure changes in inter-marker distance due to vertical elongation of the gel liner.
The dynamic displacement curves have obvious oscillations near the natural frequencies of PV modules and the amplitudes are large enough to damage the PV modules.
The new system consists of a radar sensor apt to simultaneously measure the (static or dynamic) displacement of several points of a structure with high sensitivity.
Furthermore, the influence of key construction details such as pier to deck connection on the dynamic displacement and force fields that develop, is also examined.
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