| 多筒型基础平台结构基础单体刚度分析方法 |
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| 引用本文： | 丁红岩,赵将勇,戎贤.多筒型基础平台结构基础单体刚度分析方法[J].地震工程与工程振动,2003,23(6):133-137. |
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| 作者姓名： | 丁红岩 赵将勇 戎贤 |
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| 作者单位： | 1. 天津大学建筑工程学院,天津,300072
2. 天津大学建筑工程学院,天津,300072;河北工业大学,天津,300130 |
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| 基金项目： | 国家自然科学基金资助项目(50079016) |
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| 摘 要： | 本文针对多筒型基础平台结构复杂的基础地基边界条件，提出了一种筒型基础边界条件简化方法——筒型基础单体刚度分析法。以位于渤海湾锦州地区的JZ9—3筒型基础系缆平台为对象，引进筒型基础单体刚度，对平台整体结构进行了的动力响应分析。将分析结果与实测结果进行对比，得知该分析方法是可行的。
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| 关 键 词： | V筒型基础 单体刚度 动力响应 操作平台 |
| 文章编号： | 1000-1301(2003)06-0133-05 |
Stiffness analysis method of single bucket for multi-bucket foundation platform |
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| DING Hong-yan.Stiffness analysis method of single bucket for multi-bucket foundation platform[J].Earthquake Engineering and Engineering Vibration,2003,23(6):133-137. |
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| Authors: | DING Hong-yan |
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| Institution: | DING Hong-yan~ |
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| Abstract: | Since boundary conditions of bucket foundation were complicated, a type of analysis method, single-bucket stiffness analysis method for simplifying boundary conditions of the bucket foundation was brought out and used to analyze the dynamic response of a bucket foundation dolphin platform located in Jinzhou, Bohai sea, China. By comparing the calculating and test results, it is shown that single-bucket stiffness analysis method is feasible. |
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| Keywords: | bucket foundation platform stiffness of single bucket dynamic response |
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