| 多高层框架中柱侧向刚度的计算 |
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| 引用本文： | 沈德植. 多高层框架中柱侧向刚度的计算[J]. 苏州科技学院学报(工程技术版), 2000, 13(3): 54-62 |
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| 作者姓名： | 沈德植 |
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| 作者单位： | 苏州城建环保学院,江苏苏州,215011 |
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| 摘 要： | 文章对多高层框架中柱侧向刚度的计算提出了比D值法使用更广的公式,并指出了D值法中柱侧向刚度计算中存在的问题,补充了顶层柱αjk计算公式,修正了底层柱αjk计算公式.
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| 关 键 词： | 框架 侧向刚度 侧向位移 |
| 文章编号： | 1004-8022(2000)03-0054-09 |
| 修稿时间： | 2000-06-12 |
A Calculation on Lateral Rigidity of Columns in Multi-story Frame Structure |
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| SHEN De-zhi. A Calculation on Lateral Rigidity of Columns in Multi-story Frame Structure[J]. Journal of University of Science and Technology of Suzhou:Engineering and Technology, 2000, 13(3): 54-62 |
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| Authors: | SHEN De-zhi |
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| Abstract: | This paper presents a calculation formula more practical than the D method on lateral rigidity of columns in multi-story structure and the inappropriateness of the D method in this regard. Furthermore, it gives supplementary indicates formulas of the top floor column of the D method and makes correction on calculation formulas of the ground floor column of the D method. |
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| Keywords: | rigid frame lateral rigidity lateral deformation |
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