TSUNAMI SURGE FORCE ACTING ON FINITE WIDTH WALLS
Author:
Affiliation:
1. Asst. Prof., Dept. of Architecture, the Univ. of Tokyo, Ph.D.
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/80/713/80_1001/_pdf
Reference14 articles.
1. 2) J. Ramsden : Forces on a vertical wall due to long waves, bores, and dry-bed surges, Journal of Waterway, Port, Coastal, and Ocean Engineering, Vol. 122, No. 3, pp. 134-141, 1996.5.
2. 4) FEMA : Guidelines for Design of Structures for Vertical Evacuation from Tsunamis FEMAp646, FEMA, 2008.
3. 7) H. Arnason, C. Petroff, and H. Yeh : Tsunami bore impingement onto a vertical column, Journal of Disaster Research, Vol. 4, pp. 391-403, 2009.
4. 8) R. H. Cross : Tsunami surge forces, Journal of the Waterways and Harbors Division, Vol. 93, No. 4, pp. 201-231, 1967.11.
5. 9) E. Cumberbatch : The impact of a water wedge on a wall, Journal of Fluid Mechanics, Vol. 7, pp. 353-374, 1960.2.
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