| 钢筋混凝土框架结构在温度及收缩作用下的徐变应力分析 |
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| 引用本文： | 王卫.钢筋混凝土框架结构在温度及收缩作用下的徐变应力分析[J].徐州工程学院学报,2005,20(5):37-41. |
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| 作者姓名： | 王卫 |
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| 作者单位： | 南京中医药大学,江苏,南京,210000 |
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| 摘 要： | 混凝土结构在温度及收缩作用下的徐变应力分析是其裂缝控制计算的基础,为此,推导了基于“徐变应力折减系数法”的钢筋混凝土框架结构在温度及收缩作用下的徐变应力折减系数计算公式．
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| 关 键 词： | 框架结构 温度 收缩 徐变应力 折减系数 |
| 文章编号： | 1673-0704（2005）05-0037-05 |
| 收稿时间： | 2005-05-20 |
| 修稿时间： | 2005年5月20日 |
Study on the Creep Stress of Reinforced Concrete Frame Structures Affected by Temperature and Shrinkage |
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| WANG Wei.Study on the Creep Stress of Reinforced Concrete Frame Structures Affected by Temperature and Shrinkage[J].Journal of Xuzhou Istitute of Technology,2005,20(5):37-41. |
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| Authors: | WANG Wei |
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| Abstract: | The analysis of the creep stress of concrete structures affected by temperature and shrinkage lays foundation for the calculation of crack control.Based on the "creep stress coefficient method",this paper deduces a formula of creep stress abatement coefficient of reinforced concrete frame structures under the effect of temperature and shrinkage. |
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| Keywords: | frame structure temperature and shrinkage creep stress abatement coefficient |
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