| 高层框架侧移计算的连续化方法 |
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| 引用本文： | 胡启平,孙建梅,李保玉.高层框架侧移计算的连续化方法[J].河北工程大学学报,2001,18(4):6-9. |
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| 作者姓名： | 胡启平 孙建梅 李保玉 |
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| 作者单位： | 河北建筑科技学院建筑工程系 河北邯郸056038
(胡启平，孙建梅)，武安监理公司 河北武安056300(李保玉) |
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| 摘 要： | 建立了考虑柱轴向变形的高层变截面框架分段连续化模型 ,利用考虑剪切变形的梁弯曲理论导出了高层变截面框架侧移计算公式。算例分析说明 ,忽略柱轴向变形的影响将会给高层框架侧移计算带来较大误差。
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| 关 键 词： | 变截面框架 侧移计算 连续化方法 |
| 文章编号： | 1007-6743(2001)04-0006-04 |
| 修稿时间： | 2001年7月18日 |
Continuum method of side sway calculation for tall frame structure |
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| Authors: | HU Qi ping SUN Jian mei LI Bao yu |
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| Affiliation: | HU Qi ping 1,SUN Jian mei 1,LI Bao yu 2 |
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| Abstract: | This paper established the piecewise continuum model for tall frame structures with varying section in considering on the axial deformation of the frame column. Based on the beam flexure theory in which the shear deformation had to be considered, the side sway calculation formula for tall frame structure was educed. The calculation example showed that the error was greater when ignoring the influence of the axial deformation of the frame column. |
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| Keywords: | frame with varying section side sway calculation continuum method |
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