| Nonlinear Analysis of Pile Foundation Jacket Platform |
| |
| 作者单位： | Xu Bin Shen Zhonghan
Senior Engineer，Institute of Mechanics，Chinese Academy of Sciences，Beijing 100080 Professor，Institute of Mechanics，Chinese Academy of Sciences，Beijing 100080 |
| |
| 摘 要： | In this paper,the nonlinear collapse of the BOHAI-8 pile foundation jacket platform hasbeen analyzed.The ultimate load and collapse process of two computational models of the structure aregiven.One model is of fixed support whose length is eight times the pile leg diameter and the other consid-ers the nonlinearity of the soil-pile interaction.
|
Nonlinear Analysis of Pile Foundation Jacket Platform |
| |
| Authors: | Xu Bin Shen Zhonghan Senior Engineer |
| |
| Institution: | Xu Bin Shen Zhonghan
Senior Engineer,Institute of Mechanics,Chinese Academy of Sciences,Beijing 100080 Professor,Institute of Mechanics,Chinese Academy of Sciences,Beijing 100080 |
| |
| Abstract: | In this paper, the nonlinear collapse of the BOHAI-8 pile foundation jacket platform has been analyzed. The ultimate load and collapse process of two computational models of the structure are given. One model is of fixed support whose length is eight times the pile leg diameter and the other considers the nonlinearity of the soil-pile interaction. |
| |
| Keywords: | nonlinear analysis jacket platform ultimate load platform collapse |
| 本文献已被 CNKI 等数据库收录！ |
| 点击此处可从《中国海洋工程》浏览原始摘要信息 |
| 点击此处可从《中国海洋工程》下载免费的PDF全文 |
