| 考虑结构延性性能确定罕遇地震作用下多层剪切型结构合理刚度 |
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| 引用本文： | 郭明.考虑结构延性性能确定罕遇地震作用下多层剪切型结构合理刚度[J].长春工程学院学报(自然科学版),2001,2(3):29-31. |
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| 作者姓名： | 郭明 |
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| 作者单位： | 深圳市市政工程设计院,深圳,518000 |
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| 摘 要： | 文章通过考虑结构的屈服强度系数和延性系数两个物理量,给出多层剪切型结构在罕遇地震作用下合理刚度的分布、取值及其与结构延性的关系。理论上建立了合理刚度与结构延性的关系,并以其具体公式给予了定量表达。
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| 关 键 词： | 合理刚度 屈服强度系数 延性系数 |
| 文章编号： | 1009-8984(2001)03-0029-03 |
| 修稿时间： | 2001年6月4日 |
Determination of rational rigidity of shear building applied with seldomly encountered strong earthquake considering ductility of the structure |
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| GUO Ming.Determination of rational rigidity of shear building applied with seldomly encountered strong earthquake considering ductility of the structure[J].Journal of Changchun Institute of Technology(Natural Science Edition),2001,2(3):29-31. |
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| Authors: | GUO Ming |
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| Abstract: | The rational distribution of rigidity,its rational value and its relations with the ductility of multistory shear structure applied with seldomly encountered earthquake action is given in this paper through taking yielding strength coefficient and ductility coefficient into account.In addition,the theory given above is quantified by formulas. |
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| Keywords: | rational rigidity coefficient of yielding strength ductility coefficient |
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