| 抗震设计中底部剪力系数与基本自振周期 |
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| 引用本文： | 任西京,吴喜珍. 抗震设计中底部剪力系数与基本自振周期[J]. 建筑结构, 2001, 0(3) |
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| 作者姓名： | 任西京 吴喜珍 |
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| 作者单位： | 机械部第七设计研究院!西安710054(任西京)，清华大学土建承包总公司!北京100084(吴喜珍) |
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| 摘 要： | 对多层和高层建筑结构抗震设计中底部剪力系数与基本自振周期的关系进行探讨 ,求出质量和刚度沿高度均匀分布的三种类型结构在不同基本自振周期时的底部剪力系数。
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| 关 键 词： | 基本自振周期 底部剪力系数 连续化处理 |
Bottom Shear Force Coefficient and Basic Natural Frequency in the Aseismatic Design |
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| Ren Xijing Wu Xizhen. Bottom Shear Force Coefficient and Basic Natural Frequency in the Aseismatic Design[J]. Building Structure, 2001, 0(3) |
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| Authors: | Ren Xijing Wu Xizhen |
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| Abstract: | The relationship of shear force coefficient of bottom and basic natural frequency used in aseismatic design of multistory and high|rise building is discussed. The different shear force coefficients of bottom are calculated,which correspond to the different natural frequencies of three types of structures belonging to the uniform distribution of both quality and rigidity along the building height. |
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| Keywords: | basic natural frequency bottom shear force coefficient continuous processing |
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