| 单层厂房结构空间及平面抗震计算 |
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| 引用本文： | 徐洁雯. 单层厂房结构空间及平面抗震计算[J]. 河北冶金, 2006, 0(3): 114-116 |
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| 作者姓名： | 徐洁雯 |
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| 作者单位： | 邯郸市大友建筑设计有限公司,河北,邯郸,056000 |
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| 摘 要： | 针对各种类型的钢筋混凝土单层冶金厂房进行抗震研究,考虑到厂房的空间工作、平移和扭转、柱子形式、屋盖刚度、山墙和纵墙的抗侧力作用等因素,提出了平面排架计算的空间作用和扭转影响的调整系数.
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| 关 键 词： | 单层厂房 结构空间 平面 抗震计算 |
| 文章编号： | 1006-5008(2006)03-0114-02 |
| 修稿时间： | 2006-02-01 |
ANTI-EARTHQUAKE CALCULATION FOR SPACE AND FLAT OF SINGLE-FLOOR STRUCTUREAL BUILDING |
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| XU Jie-wen. ANTI-EARTHQUAKE CALCULATION FOR SPACE AND FLAT OF SINGLE-FLOOR STRUCTUREAL BUILDING[J]. Hebei Metallurgy, 2006, 0(3): 114-116 |
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| Authors: | XU Jie-wen |
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| Abstract: | Anti-earthquake research is done on various type of flat metallurgical buildings of reinforced concrete,the affecting factors are analyzed such as: working space,shift and twist,column shape,roof rigidity,side-way stress resistance of gable and longitudinal wall and so on,the adjusting index for space effect and twist influence in flat truss calculation proposed. |
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| Keywords: | single-floor building structural space flat anti-earthquake |
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