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Solution in Time

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Seismic Ground Response Analysis

Part of the book series: Geotechnical, Geological and Earthquake Engineering ((GGEE,volume 36))

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Abstract

Solution in space is described in the previous chapter, whereas solution in time is described in this section. There are two methods. One is made in the time domain by solving the step-by-step time integration scheme, and the other is made by converting the time domain into the frequency domain.

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Notes

  1. 1.

    S-wave velocity of the saturated soil depends on frequency because of the interaction between the soil particle and porewater in the exact sense (Miura et al. 2001), but it can be considered constant in the engineering practice as translation occurs at very high frequency. This is a quite different nature discussed here.

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Authors and Affiliations

  1. Department of Civil and Environment Engineering, Tohoku Gakuin University, Miyagi, Japan

    Nozomu Yoshida

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  1. Nozomu Yoshida
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Yoshida, N. (2015). Solution in Time. In: Seismic Ground Response Analysis. Geotechnical, Geological and Earthquake Engineering, vol 36. Springer, Dordrecht. https://doi.org/10.1007/978-94-017-9460-2_11

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