Fortune -lying foundation and soil interaction of finite element analysis
[1]Deng Bing,Fortune -lying foundation and soil interaction of finite element analysis[J].Journal of Zhengzhou University (Engineering Science),1991,12(03):28-33.
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Journal of Zhengzhou University (Engineering Science)[ISSN
1671-6833/CN
41-1339/T] Volume:
12卷
Number of periods:
1991 03
Page number:
28-33
Column:
Public date:
1991-09-28
- Title:
- Fortune -lying foundation and soil interaction of finite element analysis
- Keywords:
- Deep lying foundation foundation and soil interaction; non -linear finite element analysis
- CLC:
- -
- DOI:
- -
- Abstract:
- Deep -lying basic oil collection platform adopts the basis of sinking boxes and bottom beams, and is a new platform for Bohai. It is compared with the traditional catheter rack platform. It has engineering and economic advantages. Under the effect of vertical and horizontal loads, the interaction between the platform foundation and soil conducts three -dimensional non -linear finite element analysis. In the calculation, the exported three -dimensional trapezoidal unit with an explicit stiffness matrix is discrete to save the machine. The calculation results are basically consistent with the interior experiment results of the cooperation.
- References:
- -
- Similar References:
Memo
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Last Update:
1900-01-01