规则波作用下垂直圆柱局部波浪力

IMECH-IR > 力学所知识产出(1956-2008)

	规则波作用下垂直圆柱局部波浪力
	呼和敖德; 黄振华; 齐桂萍; 李玉成; 康海贵; 李广伟
Source Publication	力学学报
	1998
Volume	30 Issue:1 Pages:27-34
ISSN	0459-1879
Abstract	在ＫＣ为４.０～３５，雷诺数Ｒｅ为６×１０＾３～２×１０＾４参数范围内就规则波作用下垂直圆柱局部波浪力进行了实验研究，给出横向力随ＫＣ数类型变化的划分，基于Ｓｏｔｋｅｓ二阶波理论和Ｍｏｉｒｓｏｎ公式得到圆柱阻力系数ＣＤ，惯性力系数ＣＭ和最大升力系数ＣＬｍａｘ沿桩柱的分布及其随ＫＣ数的变化规律，结果表明，在波表面间歇区桩柱的局部水动力系数变化显著，越向波峰位水动力系数ＣＤ和ＣＬｍａｘ越减小，而ＣＭ值却越增高.
Subject Area	力学
Indexed By	其他
Document Type	期刊论文
Identifier	http://dspace.imech.ac.cn/handle/311007/16820
Collection	力学所知识产出(1956-2008)
Recommended Citation GB/T 7714	呼和敖德,黄振华,齐桂萍,等. 规则波作用下垂直圆柱局部波浪力[J]. 力学学报,1998,30,1,:27-34.
APA	呼和敖德,黄振华,齐桂萍,李玉成,康海贵,&李广伟.(1998).规则波作用下垂直圆柱局部波浪力.力学学报,30(1),27-34.
MLA	呼和敖德,et al."规则波作用下垂直圆柱局部波浪力".力学学报 30.1(1998):27-34.

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