IMECH-IR  > 环境力学重点实验室(2009-2011)
弹性悬链线方程参数变换法及其工程应用
Alternative TitleTHE PARAMETER TRANSFORMATION METHOD FOR ELASTIC CATENARY EQUATION AND ITS APPLICATION IN ENGINEERING
范会渠
Source Publication力学与实践
2010
Volume32Issue:2Pages:32-34,15
ISSN1000-0879
Abstract建立了弹性锚泊线模型,该模型根据微段垂向力学平衡关系,通过引进一个变换参数u(sinhu=dy/dx),得到了弹性悬链线的参数方程.结合工程实际,将该模型用于海洋工程中的锚泊线,给出锚泊线拉力公式,与求解算法.该算法简单有效,易于编程实现
Keyword弹性悬链线 参数方程 锚泊线
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Indexed ByCSCD
Language中文
Funding Organization中科院知识创新工程(KJCX-YW-L02) ; 863计划(2006AA09A103-4)资助项目
CSCD IDCSCD:3940794
Citation statistics
Cited Times:1[CSCD]   [CSCD Record]
Document Type期刊论文
Identifierhttp://dspace.imech.ac.cn/handle/311007/43786
Collection环境力学重点实验室(2009-2011)
Corresponding Author范会渠
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GB/T 7714
范会渠. 弹性悬链线方程参数变换法及其工程应用[J]. 力学与实践,2010,32,2,:32-34,15.
APA 范会渠.(2010).弹性悬链线方程参数变换法及其工程应用.力学与实践,32(2),32-34,15.
MLA 范会渠."弹性悬链线方程参数变换法及其工程应用".力学与实践 32.2(2010):32-34,15.
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