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

参数法计算桩的内力与位移
引用本文:汪宏,曹骞,王金海.参数法计算桩的内力与位移[J].港工技术,2007(3):18-20.
作者姓名:汪宏  曹骞  王金海
作者单位:江苏科技大学,船舶与海洋工程学院,江苏,镇江,212003
基金项目:江苏省教委自然科研基金
摘    要:分析了桩在桩端弯矩和水平力共同作用下桩土共同工作时,用幂级数法求解参数法的微分方程,推导出了桩的内力与位移的具体计算式,从而求得桩身各截面的水平位移、转角、弯矩、剪力,以及桩侧土抗力。

关 键 词:参数法  幂级数方法  内力  位移
文章编号:1004-9592(2007)03-0018-03
修稿时间:2007-02-27

The Application of Parameter Method in Resolving Internal Force and Displacement of Pile
WANG Hong,CAO Qian,WANG Jin-hai.The Application of Parameter Method in Resolving Internal Force and Displacement of Pile[J].Port Engineering Technology,2007(3):18-20.
Authors:WANG Hong  CAO Qian  WANG Jin-hai
Institution:School of Architecture and Ocean Eng,Jiangsu University of Science and Technology, Zhenjiang 212003 ,China
Abstract:The differential equation of parameter method is resolved by Using power-series method.In the paper practical formula is also founded for internal force and displacement calculation of the pile,which is under the interaction of flexural moment and horizontal force at pile tip.Utilizing this method the lateral displacement,turn angle,flexural moment,shear force and the force of soil are acquired.
Keywords:parameter method  power-series method  internal force  displacement
本文献已被 CNKI 维普 万方数据 等数据库收录!
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