Wave-induced motion and seismic response characteristics of floating bridge anchored with submarine cable and fender

被引:0
|
作者
Kusaka, Tadasu
Fukuda, Isao
Ueda, Shigeru
Shiraishi, Satoru
Sugano, Takahiro
机构
关键词
floating bridge; submarine cable; ground subsidence; bridge motion; seismic response;
D O I
暂无
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
Usually, the bridges used to cross rivers, channels and straits are of fixed type. However in cases where the seabed is a thick layer of soft ground, a floating bridge is often better suited than a fixed bridge. This study proposes a system for anchoring a floating bridge with submarine cables to create a floating bridge suitable for places where ground subsidence occurs. Using an experimental tank, the bridge's motion characteristics while exposed to waves were tested and a numerical analysis was performed.
引用
收藏
页码:2523 / 2530
页数:8
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