EARTHQUAKE-TSUNAMI INTERACTION DIAGRAM CONSIDERING TWO DIFFERENT LIMIT STATES
Author:
Affiliation:
1. Graduate School of Science and Technology, Tokai University
2. Dept. of Civil Eng., Tokai University
Publisher
Japan Society of Civil Engineers
Subject
Civil and Structural Engineering,Environmental Engineering
Link
https://www.jstage.jst.go.jp/article/journalofjsce/11/2/11_23-18188/_pdf
Reference13 articles.
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2. 2) Suppasri, A., Shuto, N., Imamura, F., Koshimura, S., Mas, E. and Yalciner, A. C. : Lessons learned from the 2011 Great East Japan tsunami: performance of tsunami countermeasures, coastal buildings, and tsunami evacuation in Japan, Pure Appl. Geophys., Vol. 170, pp. 993–1018, 2013.
3. 3) Mimura, N., Yasuhara, K., Kawagoe, S., Yokoki, H. and Kazama, S. : Damage from the great east Japan earthquake and tsunami—a quick report, Mitigation and Adaptation Strategies for Global Change, Vol. 16, pp. 803–818, 2011.
4. 4) Goda, K., De RiSi, R., De Luca, F., Muhammad, A., Yasuda, T. and Mori, N. : Multi-hazard earthquake tsunami loss estimation of Kuroshio Town, Kochi Prefecture, Japan considering the Nankai-Tonankai megathrust, International Journal of Disaster Risk Reduction, 2021.
5. 5) Carey, T. J., Mason, H. B., Barbosa, A. R. and Scott, M. H. : Multihazard earthquake and tsunami effects on soil-foundation-bridge system, J. Bridge Eng., Vol. 24(4), 04019004-1, 2019.
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