| 非结构构件的刚度效应在抗震变形验算中的分析 |
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| 引用本文： | 谭素杰,钟善桐.非结构构件的刚度效应在抗震变形验算中的分析[J].哈尔滨建筑大学学报,1996,29(6):26-30. |
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| 作者姓名： | 谭素杰 钟善桐 |
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| 作者单位： | 哈尔滨建筑大学建筑工程学院 |
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| 摘 要： | 本文通过分析大结构件的刚度效应对主体结构变形的影响，指出了现行抗震设计中关于非结构构件刚度效应考虑不足，提出了考虑非结构构件刚度的合理方法，并对结构层间弹性位移角限值的合理取值提出了建议。
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| 关 键 词： | 结构设计 地震 非结构构件 刚度效应 结构侧移 |
An Analysis of the Stiffness Effect of Non- structural Members on the Structural Deflectionin Aseismic Design |
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| Tan Suije, Zhong Shantong ,He Ruoquan.An Analysis of the Stiffness Effect of Non- structural Members on the Structural Deflectionin Aseismic Design[J].Journal of Harbin University of Civil Engineering and Architecture,1996,29(6):26-30. |
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| Authors: | Tan Suije Zhong Shantong He Ruoquan |
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| Affiliation: | Tan Suije; Zhong Shantong ;He Ruoquan |
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| Abstract: | in this paper, the deficiency of the stiffness effect ofnon --structural members in aseismic design is pointed out by analyzing the stiffness effect on the structural lateral deflection. A reasonable method taking account of the stiffness effect is put forward, and the equitable limiting values of the elastic angle displacement between stories are s uggested. |
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| Keywords: | structural design non-structural members stiffness effect earthquakes structural lateral deflection |
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