中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

重庆交通大学学报(自然科学版) ›› 2001, Vol. ›› Issue (S1): 77-82.

• • 上一篇    下一篇

推力桩非线性全过程分析及控制性设计——综合刚度原理和双参数法

吴恒立   

  1. 重庆交通学院桥梁及结构工程系 重庆400074
  • 收稿日期:2001-06-02 出版日期:2001-12-31 发布日期:2016-07-12

The total process nonlinear analysis of lateral loaded pile and witch controlled design——composite stiffness principle with biparameter method

WU Heng li   

  1. Department of Bridge & Structure Engineering Chongqing Jiaotong University,Chongqing 400074,China
  • Received:2001-06-02 Online:2001-12-31 Published:2016-07-12

摘要: 用综合刚度原理和双参数法灵敏地计算了推力桩的非线性全过程,并给出了控制性设计参数 .本文是获得中华人民共和国交通部科学技术进步奖项目《推力桩计算方法的研究》部分内容的介绍,但略有发展 .

关键词: 推力桩, 非线性全过程, 综合刚度原理和双参数法, 控制性设计

Abstract: In this paper gave the total process nonlinear analysis of lateral loaded pile and witch controlled design by composit stiffness principle with biparameter method.Above principle and method gave by the author of this paper (1985) .In the meantime the author gave the parameter values:composite stiffness EI and biparameter 1n with m for controlled design.

Key words: lateral loaded pile, nonlinear total process, composit stiffness principle with biparameter method, controlled design

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