| 短肢剪力墙设计在新高规中的变化 |
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| 引用本文： | 刘忠.短肢剪力墙设计在新高规中的变化[J].林业科技情报,2012(2):58-59. |
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| 作者姓名： | 刘忠 |
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| 作者单位： | 黑龙江省林业设计研究院 |
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| 摘 要： | 根据实际设计经验,简单阐述2010年版高规的短肢剪力墙在高层建筑结构设计中的注意事项以及相对2002年版高规的不同。2010年版高规规定不论是否短肢剪力墙多少,所有短肢剪力墙都要按短肢剪力墙设计。对普通剪力墙结构而言,2010年版高规更明确、适用,安全。
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| 关 键 词： | 短肢剪力墙 剪力墙结构 规定水平力 轴压比 配筋率 抗震等级 |
Difference Of Nanomelia Shearing Wall Design Under New Regulations |
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| Liu Zhong.Difference Of Nanomelia Shearing Wall Design Under New Regulations[J].Forestry Science and Technology Information,2012(2):58-59. |
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| Authors: | Liu Zhong |
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| Institution: | Liu Zhong (Forest Design And Research Institute Of Heilongjiang Province) |
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| Abstract: | According to the actual design experience, this paper states the matters that shearing wall in high -rise architecture structure design under the regulation of 2010. need attention of nanomelia It also points out the differ- ence compared with old regulations of 2002. In the new regulation, all nanomelia shearing wall should be designed and it is more explicit, suitable and safety to common sharing wall structure |
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| Keywords: | nanomelia shearing wall shearing wall structure horizontal force axis pressure ratio ratio of rein- forcement anti - seismic grade |
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