Supplementary Files
How to Cite
Oda, Y., Honda, T., & Omata, T. (2018). EXPERIMENTAL STUDY ON TSUNAMI FORCES ACTING ON VERTICAL SEAWALLS UNDER OVERFLOW. Coastal Engineering Proceedings, 1(36), papers.37. https://doi.org/10.9753/icce.v36.papers.37
Abstract
For tsunami seawalls installed along coastline, measures for tsunami disaster assuming overflow are required from the viewpoint of failsafe. Therefore, the tsunami force verified under overflow condition is necessary for the optimal design. Some estimation models of the tsunami forces acting on land structures have already been proposed but they were of a non-overflow condition. In this study, physical model tests for the tsunami force acting on vertical seawalls were conducted to examine the tsunami force characteristics under overflow conditions, and an estimation method of the overflowing tsunami force was proposed and verified.References
Asakura, R., K. Iwase, T. Ikeya, M. Takao, T. Kaneto, N. Fuji and M. Ohmori. 2002. The tsunami wave force acting on land structure, Proceedings of 28th International Conference on Coastal Engineering, ASCE, 1191-1202.
Cabinet Office, Government of Japan. 2005. Guideline on tsunami evacuation buildings, 68p. (in Japanese)
Oda, Y., H. Honda, K. Ito and T. Takabatake. 2016. Study on Estimation of Run-up Tsunami Force Acting on a Vertical Wall Structure, Proceedings of the 7th Civil Engineering Conference in the Asian Region, ACECC.
Sakakiyama, T., 2014. Tsunami pressure on structures due to tsunami inundation flow, Proceedings of 34th International Conference on Coastal Engineering, structures.42.
Authors retain copyright and grant the Proceedings right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this Proceedings.