期刊文献+
共找到2篇文章
< 1 >
每页显示 20 50 100
WAVE CURRENT FORCE COEFFICIENTS ON INCLINED CYLINDER AND A NEW ESTIMATION METHOD 被引量:2
1
作者 Teng Bin and Li Yucheng Research Assistant, Dalian University of Technology, Dalian Professor, Dalian University of Technology, Dalian 《China Ocean Engineering》 SCIE EI 1990年第3期283-296,共14页
Based on the review of present force coefficients estimation methods, a new method in the frequency domain, revised cross-spectrum estimation method, is presented in this paper. Some experiments on the wave-current fo... Based on the review of present force coefficients estimation methods, a new method in the frequency domain, revised cross-spectrum estimation method, is presented in this paper. Some experiments on the wave-current force on inclined cylinders are also described and the wave current force coefficients are estimated by the revised cross-spectrum estimation method. From the results, it is found that the wave and current directions have some regular effect on the coefficients. According to the results, some empirical formulas are obtained for converting the wave-current force coefficients on inclined cylinders into a unified coefficient. Comparisons show that the unified coefficients are in good agreement with other results. 展开更多
关键词 wave current force COEFFICIENTS ON INCLINED CYLINDER AND A NEW ESTIMATION METHOD Mean
下载PDF
WAVE CURRENT FORCES ON THE PILE GROUP OF BASE FOUNDATION FOR THE EAST SEA BRIDGE, CHINA 被引量:19
2
作者 LIU Shu-xue LI Yu-cheng LI Guang-wei 《Journal of Hydrodynamics》 SCIE EI CSCD 2007年第6期661-670,共10页
On the basis of the two structures of the bridge foundation designed for the East Sea Bridge, the wave current forces on four types of oblique piles, the pile group and the single piles at different positions in the p... On the basis of the two structures of the bridge foundation designed for the East Sea Bridge, the wave current forces on four types of oblique piles, the pile group and the single piles at different positions in the pile group considering the effect of the super structures were experimentally investigated. The relationship between the wave current forces and the associated wave parameters, and the comparison of the wave current forces on the pile groups and the single piles were systematically analyzed. The group effectiveness and the reduction coefficient for the wave current forces on the group were examined for engineering design. 展开更多
关键词 base foundation pile group wave current forces
原文传递
上一页 1 下一页 到第
使用帮助 返回顶部