Scaling wave impact pressures on vertical walls

被引：95

作者：

Cuomo, Giovanni ^{[1
]}

Allsop, William ^{[1
,2
]}

Takahashi, Shigeo ^{[3
]}

机构：

[1] HR Wallingford, Coastal Struct Grp, Wallingford OX10 8BA, Oxon, England

[2] Univ Southampton, Dept Civil & Environm Engn, Southampton SO9 5NH, Hants, England

[3] Tsunami Res Ctr, Port & Airport Res Inst, Yokosuka, Kanagawa 2390826, Japan

来源：

COASTAL ENGINEERING | 2010年 / 57卷 / 06期

基金：

日本学术振兴会;

关键词：

Scale effects; Scaling law; Wave impacts; Compression law; Physical models;

D O I：

10.1016/j.coastaleng.2010.01.004

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

It is widely recognized that the use of Froude similarity for scaling up wave impact pressures recorded during physical model tests may lead to over-estimation of impact maxima. Based on reviewing historical work dating back to the 30s and further developments in the 60s and 80s, a general method is presented that is suitable for scaling up impact pressures and rise times measured during small scale physical model tests. The method accounts for the effect of air leakage and is applicable to most wave impact loads. The model is applied to scale wave impact pressures on vertical walls and similar structures, and consistent correction factors for the Froude scaling law are derived. (C) 2010 Published by Elsevier B.V.

引用

页码：604 / 609

页数：6

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