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Two accelerometers were placed at locations B and C of the test specimens 1 and 2 to measure surface waves.
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To eliminate the effects of experimental variations regarding sensor and source, the self-calibrating procedure (Popovics et al. 2000) was used to measure surface wave transmission and velocity.
Selecting an appropriate impact source is of great importance for successfully measuring surface waves in concrete structures.
Overall, the automated adapted GVF snake imaged-based technique is shown to be a power tool for measuring surface wave motions and interfacial flows.
Two accelerometers were used to measure the surface waves.
We exploit the MH-SNOM to observe and measure the surface wave propagation at the top of the sample [27].
A novel wave mapping technique using particle image velocimetry to measure surface flow velocities, and linear wave theory to determine wave heights from the measured velocities, has been developed and validated for regular waves.
It has been used to measure the dispersion curves of surface waves (Knopoff 1972).
In this paper, we adopted a large aperture line-focus PVDF transducer and a defocusing measurement system to measure the velocity of a cylindrical surface waves.
We measure a Bloch surface wave mode of propagation length 3.24 mm and of an effective refractive index contrast 0.15.
We measured the peak intervals of the surface waves during the two large tremors and found that dominant periods of Love waves and Rayleigh waves were around 20 s and around 27 s, respectively.
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