| 关于超限高层的设计 |
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| 引用本文： | 刘忠.关于超限高层的设计[J].林业科技情报,2011,43(1):34-35. |
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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： | 本文以实际工程为例,简单阐述了超限高层的界定标准,应重点关注计算结果以及补充的辅助计算。并根据计算结果和超限高层的界定标准,判定本工程的超限情况;及针对具体的超限情况,采取的多种抗震措施。
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| 关 键 词： | 超限高层 扭转不规则 凹凸不规则 侧向刚度不规则 楼板局部不连续 |
Design About Tall Buildings Beyond the Code-specification |
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| Liu Zhong.Design About Tall Buildings Beyond the Code-specification[J].Forestry Science and Technology Information,2011,43(1):34-35. |
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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: | This paper states the definition standard of tall buildings beyond the code-specification taking actual engineering as example,pay more attention to the calculation result and complementary assistant calculation.Base on the calculation result and definition standard,the engineering that beyond the code-specification was determined and many anti-seismic measures were adopted in allusion to the specific conditions. |
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| Keywords: | tall buildings beyond the code-specification torsion abnormity concave and protruding abnormity side stiffness abnormity discontinuity at part of floor slab |
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