| 浅谈底部框架-抗震墙结构设计 |
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| 引用本文： | 张卫东.浅谈底部框架-抗震墙结构设计[J].山西建筑,2010,36(23):85-86. |
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| 作者姓名： | 张卫东 |
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| 作者单位： | 张家口市亚柯建筑设计有限公司,河北,张家口,075000 |
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| 摘 要： | 结合底部框架-抗震墙房屋的设计难点，在深刻理解《抗震规范》有关条文的基础上重点对底部框架-抗震墙房屋中剪力墙的布置进行了探讨，从而更好的设计出抗震性能良好的底部框架-抗震墙房屋。
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| 关 键 词： | 抗震墙 侧向刚度 剪力墙 刚度比 |
Brief discussion on the design of the bottom frame-seismic wall structure |
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| ZHANG Wei-dong.Brief discussion on the design of the bottom frame-seismic wall structure[J].Shanxi Architecture,2010,36(23):85-86. |
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| Authors: | ZHANG Wei-dong |
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| Affiliation: | ZHANG Wei-dong |
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| Abstract: | Combining with the design difficulties of bottom frame-seismic wall buildings, on the basis of deep understanding the related items in the Seismic Code, the thesis mainly discussed the layout of shear wall in bottom frame-seismic wall buildings, so as to design bottom frameseismic wall buildings with better seismic performance. |
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| Keywords: | seismic wall inclination rigidity shear wall rigidity ratio |
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