Hydrodynamic pressure on submerged floating tunnels with anchor restraints - SV-wave

被引：0
|
作者：
Sun, Shengnan [1 ]
Chen, Jianyun [1 ]
机构：
[1] Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian 116023, Liaoning Prov, Peoples R China
来源：
PROCEEDINGS OF THE SEVENTH (2006) ISOPE PACIFIC/ASIA OFFSHORE MECHANICS SYMPOSIUM (ISOPE PACOMES-2006) | 2006年
关键词：
displacement potential function; submarine rock and soil; submerged floating tunnel; hydrodynamic pressure; SV-wave;
D O I：
暂无
中图分类号：
P75 [海洋工程];
学科分类号：
0814 ; 081505 ; 0824 ; 082401 ;
摘要：
Based on displacement potential functions, this paper deduces the formulae for determining the hydrodynamic pressure on Submerged Floating Tunnel with anchor restraints when plane SV-wave is incident. Submarine rock and soil is taken as elastic half-space, while seawater is taken as ideal fluid and anchors as springs. Besides, effects of submarine rock and soil parameters, incident SV-wave parameters, and anchor parameters on the hydrodynamic pressures are discussed. It could be concluded that all the parameters have great influence upon the hydrodynamic pressure on Submerged Floating Tunnel except the submarine rock and soil density.
引用
收藏
页码：210 / +
页数：3
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