| 水平地震作用下交错桁架结构体系的简化计算 |
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| 引用本文： | 史翔. 水平地震作用下交错桁架结构体系的简化计算[J]. 山西建筑, 2007, 33(9): 84-85 |
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| 作者姓名： | 史翔 |
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| 作者单位： | 长安大学,陕西,西安,710061 |
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| 摘 要： | 对交错桁架结构体系的受力特点、侧移和变形进行了分析,指出了用底部剪力法简化计算交错桁架结构体系的水平地震作用时应注意的几个问题,并对其简化计算过程进行了分析。
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| 关 键 词： | 交错桁架结构体系 水平地震作用 底部剪力法 |
| 文章编号： | 1009-6825(2007)09-0084-02 |
| 修稿时间： | 2006-11-09 |
The analysis of simplified calculation of staggered-truss system under horizontally seismic load |
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| SHI Xiang. The analysis of simplified calculation of staggered-truss system under horizontally seismic load[J]. Shanxi Architecture, 2007, 33(9): 84-85 |
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| Authors: | SHI Xiang |
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| Abstract: | According to the anaslysis of the bearing characteristics,drift and deformation,several problems are considered in this paper for the staggered-truss system working under level seismic load by putting forward a simplified calculation method.In additional,the simplified calculation process on truss are analyzed. |
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| Keywords: | staggered-truss system level seismic load ground shear method |
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