SEISMIC WAVEFORM ESTIMATION AT DAMAGE SITES OF KINOURA TUNNEL AND SUZU-HACHIMAN SHRINE, SUZU CITY, JAPAN, DURING THE 1993 OFF NOTO PENINSULA EARTHQUAKE BASED ON THE PSEUDO POINT-SOURCE MODEL

Author:

HATA Yoshiya,MURATA Akira,YAMAUCHI Masaki,MIYAJIMA Masakatsu

Publisher

Japan Society of Civil Engineers

Reference11 articles.

1. 1) Hata, Y., Goto, H. and Yoshimi, M. : Preliminary analysis of strong ground motions in the heavily damaged zone in Mashiki Town, Kumamoto, Japan, during the main shock of the 2016 Kumamoto Earthquake (MW7.0) observed by a dense seismic array, Seismological Research Letters, Vol. 87, No. 5, pp. 1044-1049, 2016.

2. 5) Hata, Y., Nozu, A. and Ichii, K. : A practical method to estimate strong ground motions after an earthquake based on site amplification and phase characteristics, Bulletin of the Seismological Society of America, Vol. 101, No. 2, pp. 688-700, 2011.

3. 13) Nishimae, Y. : Observation of seismic intensity and strong ground motion by Japan Meteorological Agency and local governments in Japan, Jour. of Japan Association for Earthquake Engineering, Vol. 4, No. 3, pp. 75-78, 2004.

4. 14) Higashi, S. : Activities of the headquarters for earthquake research promotion, Jour. of Japan Association for Earthquake Engineering, Vol. 4, No. 3, pp. 31-37, 2004.

5. 22) Hata, Y. and Nozu, A. : Pseudo point-source models for shallow crustal earthquakes in Japan, Proc. of the Second European Conference on Earthquake Engineering and Seismology, Paper No. 630, Istanbul, Turkey, 2014.

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