| 桥墩钢围堰强度变形分析和方案比较 |
| |
| 引用本文： | 黄贻平.桥墩钢围堰强度变形分析和方案比较[J].上海应用技术学院学报,2002,2(4):254-258. |
| |
| 作者姓名： | 黄贻平 |
| |
| 作者单位： | 上海应用技术学院土木与建筑工程系 上海 |
| |
| 摘 要： | 对某桥墩钢围堰进行强度和变形分析基础上，提出了另一种修改的围堰结构方案，并进行了比较，得出新方案具有变形小，用钢量少，经济性好，便于施工作业等优点。
|
| 关 键 词： | 钢围堰 强度 变形 施工安全 |
| 文章编号： | 1671-7333(2002)04-0254-05 |
| 修稿时间： | 2002年1月29日 |
Structural Strength-deformation Analysis of Steel Cofferdam for a Bridge Pier Construction and Scheme Comparison |
| |
| HUANG Yi - ping.Structural Strength-deformation Analysis of Steel Cofferdam for a Bridge Pier Construction and Scheme Comparison[J].Journal of Shanghai Institute of Technology: Natural Science,2002,2(4):254-258. |
| |
| Authors: | HUANG Yi - ping |
| |
| Abstract: | The paper will propose another revised scheme for the cofferdam construction on the basis of structural strength - deformation analysis of steel cofferdam for a bridge pier construction and after comparison with original scheme we discover that the new scheme has advantages of degradation of deformation reduction of cost of steel and better economic performance. |
| |
| Keywords: | cofferdam of steel strength deformation safety of construction |
| 本文献已被 CNKI 维普 等数据库收录！ |
