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| 砌体短柱偏心影响系数分析 | |
| 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, 0(4): 50-54 |
| 作者姓名： | 曹平周 周新刚 |
| 作者单位： | 烟台大学(曹平周，周新刚)，烟台大学(谢怀欣) |
| 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。 |
| 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, 0(4): 50-54 | |
| Authors: | Cao Pinzhcu Zhou Xingang Xie Huaixin |
| Affiliation: | Yantai University |
| 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. |
| Keywords: | Brick masonry short column. Bearing capacity. Eccentric effect factor. Stress. Strain. |
| 本文献已被 CNKI 维普 等数据库收录！ | |