首页 | 本学科首页   官方微博 | 高级检索  
     检索      

导管架海洋平台优化设计中约束的有效处理
引用本文:封盛,宋术普.导管架海洋平台优化设计中约束的有效处理[J].海洋工程,2000,18(3):20-24.
作者姓名:封盛  宋术普
作者单位:大连理工大学,海岸和近海工程国家重点实验室,辽宁,大连,116023
基金项目:中国科学院资助项目,59895410,
摘    要:对导管架海洋平台优化设计中的应力约束、桩基横向承载力约束和构件长细比约束进行了分析,论证了应力约束取构件截机最大Mises应力、桩基横向承载力约束取桩顶侧位移或最大抗力比和构件长细约束取受压构件长细比许用值作为约束的合理性。提出了精细一维搜索算法,并用此法求我件截面Mises应力最大值。

关 键 词:导管架平台  优化设计  应力约束  长细比约束

An effective approach of constraints for optimum design of jacket platforms
FENG Sheng,SONG Yu-pu,KANE Hai-gui.An effective approach of constraints for optimum design of jacket platforms[J].Ocean Engineering,2000,18(3):20-24.
Authors:FENG Sheng  SONG Yu-pu  KANE Hai-gui
Abstract:In this paper, the stress constraints and transverse carrying capacity constraints of pile foundations and the stiffness constraints of components in the optimum design for offshore jacket platforms are analysed. It is verified that it is reasonable to adopt the maximum Mises stress on the component cross section as the stress constraint, the side displacement of the top of pile foundations or the maximum ratio of the resisting force as the constraint of transverse carrying capacity of piles, and the allowable value of stiffness of compressed components as the stiffness constraint. At last, the precise line search method is presented and the maximum Mises stress on the cross section of components is successfully solved.
Keywords:jacket  platforms  optimum  design  stress  constraint  precise  line  search  constraint  of  transverse  carrying  capacity  stiffness  constraint
本文献已被 CNKI 维普 万方数据 等数据库收录!
点击此处可从《海洋工程》浏览原始摘要信息
点击此处可从《海洋工程》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号