1. 1) Kinoshita, S.: Kyoshin Net (K-net), Seim. Res. Lett., Vol. 69, 1998, pp.309-332.
2. 2) Aoi, S., Obara, K., Hori, S., Kasahara, K. and Okada, Y.: New strong-motion observation network: KiK-net, Eos Trans. Am. Geophys. Union, Vol.81, 2000, p.329.
3. 3) Nozu, A., Iai, S., Ichii, K. and Numata, A.: Frequency components of seismic ground motion which contribute to deformation of caisson quay walls, Symposium on Seismic Design of Geotechnical Works for L2 Ground Motions, The Japanese Geotechnical Society, 2000, pp.311-318 (in Japanese).
4. 4) Sakai, Y., Koketsu, K. and Kanno, T.: Proposal of the destructive power index of strong ground motion for prediction of building damage ratio, J. Struct. Constr. Eng., AIJ, No.555, 2002, pp.85-91 (in Japanese with English abstract).
5. 5) Nozu, A.: Prediction of strong ground motions from huge subduction earthquakes in the period range from 1 – 5 seconds, SSJ Fall Meeting, 2010, B12-04 (in Japanese).