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：

来源：

PROCEEDINGS OF THE SEVENTEENTH (2007) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL 1- 4, PROCEEDINGS | 2007年

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

页码：2523 / 2530

页数：8