推力桩的三参数算法
CSTR:
作者:
作者单位:

作者简介:

通讯作者:

中图分类号:

TU74

基金项目:


3 -Parameter Theory of Laterally Loaded Pile
Author:
Affiliation:

Fund Project:

  • 摘要
  • |
  • 图/表
  • |
  • 访问统计
  • |
  • 参考文献
  • |
  • 相似文献
  • |
  • 引证文献
  • |
  • 资源附件
  • |
  • 文章评论
    摘要:

    提出了推力桩的三参数算法,给出了其理论通解式,明确了幂指数的理论取值范围。该法的基本微分方程更具一般性,理论推导严密,通解的收敛性好,具有明显优于现有算法的拟合效果。

    Abstract:

    By adopting the advantages of previous theories of laterally loaded pile,in this paper,the authors brought up a 3-parameter theory and deduced its theoretical common solution.At the same time,the theoretical range of n, a very important parameter,was given,too.In comparison with previous theories,the 3-parameter theory's basic differential equation is more common,and its deduction is stricter,and the convergence of its common solution is better.In addition,because for the 3-qarameter theory the idea that every parameter is variable has been adopted,it is able to break through the theoretical restriction of its linear-elastic basic equation.So the 3-parameter theory is essentially different from previous theories and its calculation result is better.

    参考文献
    相似文献
    引证文献
引用本文

许锡宾 王金海 王学军.推力桩的三参数算法[J].土木与环境工程学报(中英文),2006,28(5):1-6. XU Xi - bin, WANG Jin - hai, WANG Xue - jun.3 -Parameter Theory of Laterally Loaded Pile[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,2006,28(5):1-6.10.11835/j. issn.1674-4764.2006.05.001

复制
分享
文章指标
  • 点击次数:
  • 下载次数:
  • HTML阅读次数:
  • 引用次数:
历史
  • 收稿日期:2006-05-15
  • 最后修改日期:2006-05-15
  • 录用日期:
  • 在线发布日期:
  • 出版日期:
文章二维码