Abstract
Seismic response analysis of soil layer is a key study of field seismic dynamic parameters determination and geotechnical seismic design. For the seismic response analysis of soil layer, the commonly used methods at present are time-domain elastic wave propagation theory analysis method, frequency-domain elastic wave propagation theory analysis method, and numerical simulation analysis method. For these three methods, the time-domain elastic wave propagation theory analysis method came out first, but actually, it could only give solutions to field with few cover layers (1–2), and it could not consider the influence of input wave frequency on field seismic response; by principle, frequency-domain elastic wave propagation theory analysis method fit for fields with any layers, but it could only consider the harmonic wave effects with given circular frequency, and it could not comprehensively consider the influence of frequency-duration coupling effects; although numerical simulation could conduct time–frequency analysis to seismic response under earthquake, it is complex to operate, especially for field with large difference in ground layer thickness.
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Yang, C., Yang, G., Zhang, J., Ma, H. (2019). Seismic Dynamic Time–Frequency Theory of Layered Site. In: Three Dimensional Space-Time Analysis Theory of Geotechnical Seismic Engineering. Springer, Singapore. https://doi.org/10.1007/978-981-13-3356-9_6
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DOI: https://doi.org/10.1007/978-981-13-3356-9_6
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