| 桥墩钢围堰强度变形分析和方案比较 |
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| 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：自然科学版, 2002, 2(4): 254-258 |
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| 作者姓名： | 黄贻平 |
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| 作者单位： | 上海应用技术学院土木与建筑工程系 上海 |
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| 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。
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| 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： | 2002-01-29 |
Structural Strength-deformation Analysis of Steel Cofferdam for a Bridge Pier Construction and Scheme Comparison |
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| 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 |
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| Authors: | HUANG Yi - ping |
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| 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. |
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| Keywords: | cofferdam of steel strength deformation safety of construction |
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