| 砌体短柱偏心影响系数分析 |
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| 引用本文： | 曹平周,周新刚.砌体短柱偏心影响系数分析[J].烟台大学学报(自然科学与工程版),1993(4):50-54. |
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| 作者姓名： | 曹平周 周新刚 |
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| 作者单位： | 烟台大学
(曹平周，周新刚)，烟台大学(谢怀欣) |
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| 摘 要： | 本文对砌体短柱偏心影响系数甲进行了理论分析。所得理论算式计算结果与试验值较接近。为了便于设计应用,文中还给出了甲值的简化算式。这些算式可供设计砌体短柱进行偏心影响系数计算时参考。
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| 关 键 词： | 砌体短体 承载力 偏心 应力 应变 |
Analysis of the Eccentric Effect Factor for Brick Masonry Short Column |
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| Cao Pinzhcu,Zhou Xingang,Xie Huaixin.Analysis of the Eccentric Effect Factor for Brick Masonry Short Column[J].Journal of Yantai University(Natural Science and Engineering edirion),1993(4):50-54. |
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| Authors: | Cao Pinzhcu Zhou Xingang Xie Huaixin |
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| Institution: | Yantai University |
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| Abstract: | The eccentric effective factor for brick masonry short column is analyzed theoratically and some calculation formulas are given, Th? results from these formulas are close to the experimental results. A simplified formula is derived for the calculations of brick masonry short column. |
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| Keywords: | Brick masonry short column Bearing capacity Eccentric effect factor Stress Strain |
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