| 框架剪力墙结构设计中两个技术性问题的探讨 |
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| 引用本文： | 陈其春.框架剪力墙结构设计中两个技术性问题的探讨[J].福建建筑,1997(2):39-40. |
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| 作者姓名： | 陈其春 |
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| 作者单位： | 华侨大学建筑设计院!362011 |
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| 摘 要： | 本文结合结构设计实例对框架剪力墙结构设计中结构局部刚度突变的处理和剪力墙中连梁刚度折减数取值等问题进行初步探讨，并从设计的角度提出了可行的处理方法和构造措施。
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| 关 键 词： | 结构设计 刚度削弱 连梁刚度折减系数 构造措施 |
Two Discussions of technicality on the design of frame-shear wall structure |
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| Chen Qichun.Two Discussions of technicality on the design of frame-shear wall structure[J].Fujian Architecture & Construction,1997(2):39-40. |
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| Authors: | Chen Qichun |
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| Abstract: | Through the eample of structurse design, the paper disscusses two predlomne both how to treat the rapid changed ofstory rigldity and to chme the reduction factor of rigidity of connecting bean. One of available and the constructional measureshave been recommended. |
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| Keywords: | Structures design Rigidity reduce Reduction factor of rigidity of connceting beam Constructional measures |
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