JDR Vol.4 No.6 pp. 404-409
doi: 10.20965/jdr.2009.p0404


Estimation of Tsunami Force Acting on Rectangular Structures

Koji Fujima*, Fauzie Achmad*, Yoshinori Shigihara*, and Norimi Mizutani**

*Department of Civil and Environmental Engineering, National Defense Academy, 1-10-20 Hashirimizu, Yokosuka, Kanagawa 239-8686, Japan

**Department of Civil Engineering, Nagoya University, Furo-Cho, Chikusa-ku, Nagoya 464-8603, Japan

June 23, 2009
August 31, 2009
December 1, 2009
tsunami force, design formula, wave pressure, drag coefficient
Hydraulic experiments were conducted to estimate tsunami wave force acting on rectangular onshore structures. Used building models placed at several distances from a shoreline. Wave pressure was measured at points on exposed structures. Impact and standing-wave pressure at different points peaked at different moments in time, so tsunami force tended to be overestimated by integrating maximum wave-pressure distribution envelope. Measured total force was thus used to formulate tsunami force estimation equations. Hydrostatic formula was successful for structures near a shoreline, despite large scattering for structures far from a shoreline. Hydrodynamic formula was successful in all cases, although inertia was considerable for structures near a shoreline.
Cite this article as:
K. Fujima, F. Achmad, Y. Shigihara, and N. Mizutani, “Estimation of Tsunami Force Acting on Rectangular Structures,” J. Disaster Res., Vol.4 No.6, pp. 404-409, 2009.
Data files:
  1. [1] R. Asakura, K. Iwase, T. Ikeya, M. Takao, T. Kaneto, N. Fujii, and M. Omori, “An experimental study on wave force acting on on-shore structures due to overflowing tsunamis,” Proc. of Coastal Engineering, JSCE, Vol.47, pp. 911-915, 2000 (in Japanese).
  2. [2] H. Yeh, “Design tsunami forces for onshore structures,” Journal of Disaster Research, Vol.2, No.6, pp. 531-536, 2007.
  3. [3] C. Simamora, Y. Shigihara, and K. Fujima, “Experimental study on tsunami forces acting on structures,” Annual Journal of Coastal Engineering, JSCE, Vol.54, pp. 831-835, 2007 (in Japanese).
  4. [4] G. Yeom, N. Mizutani, K. Shiraishi, A. Usami, S. Miyajima, and T. Tomita, “Study on behavior of drifting containers due to tsunami and collision forces,” Annual Journal of Coastal Engineering, JSCE, Vol.54, pp. 856-860, 2007 (in Japanese).
  5. [5] G. Yeom, T. Nakamura, A. Usami, and N. Mizutani, “Study on estimation of collision force of a drifting container using fluid-structure interaction analysis,” Annual Journal of Coastal Engineering, JSCE, Vol.55, pp. 281-285, 2008 (in Japanese).
  6. [6] K, Tanimoto, H. Tsuruya, and S. Nakano, “Examinations on tsunami force and damage of bulkhead by 1983 Nihonkai-Chubu Earthquake Tsunami,” Proc. of Coastal Engineering, JSCE, pp. 257-261, 1984 (in Japanese).
  7. [7] FEMA-CCM, “Coastal Construction Manual,” FEMA 55 Report, Ed.3, 2005.

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Last updated on Jul. 12, 2024