环境荷载对钢悬链线立管影响的参数分析

《环境荷载对钢悬链线立管影响的参数分析》由会员上传分享，免费在线阅读，更多相关内容在行业资料-天天文库。

1、3.3.2钢悬链线立管的弯矩分布...........................................................353.3.3模型触地点附近沟槽形状...........................................................353.3.4结论...............................................................................................36第四章环境荷载对SCR影响的参数分析..........

2、....................................................374.1浮体运动形式.........................................................................................374.1.1全局坐标系下的浮体运动...........................................................404.1.2与立管轴线相切坐标系下的浮体运动..................................

3、.....444.1.3悬挂点与触地点连线坐标系下的浮体运动...............................454.1.4结论...............................................................................................474.2波浪振幅的影响.....................................................................................484.2.1波周期为8s时的振幅变化.....

4、....................................................484.2.2波周期为12s时的振幅变化.......................................................494.2.3结论...............................................................................................504.3波周期的影响............................................

5、.............................................514.3.1振幅为1m时的周期变化............................................................514.3.2振幅为2m时的周期变化............................................................524.3.3结论............................................................................

6、...................534.4海流速度的影响.....................................................................................53第五章结论和展望....................................................................................................555.1结论.....................................................

7、....................................................555.2展望.........................................................................................................56参考文献..................................................................................................................