| 高强混凝土超筋受扭构件有效壁厚的研究 |
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| 引用本文： | 郭靳时,王秀丽,姜宝魁.高强混凝土超筋受扭构件有效壁厚的研究[J].吉林建筑工程学院学报,2003,20(2):12-15. |
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| 作者姓名： | 郭靳时 王秀丽 姜宝魁 |
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| 作者单位： | 1. 吉林建筑工程学院土木工程系,长春,130021
2. 大兴安岭林业建筑工程局,内蒙古,022150 |
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| 摘 要： | 通过理论分析和实验验证，对高强混凝土超筋受扭构件有效壁厚计算提出了具体的确定方法，供有关人员设计时参考。
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| 关 键 词： | 高强混凝土 受扭构件 有效壁厚 计算 |
| 文章编号： | 1009-0185(2003)02-0012-04 |
| 修稿时间： | 2002年7月9日 |
Research on the Effective Wall Thick of Rectangular Member with High Strength Concrete under Over Reinforced Pure Torsion |
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| GUO Jin-shi ,WANG Xiu-li ,JIANG Bao-kui.Research on the Effective Wall Thick of Rectangular Member with High Strength Concrete under Over Reinforced Pure Torsion[J].Journal of Jilin Architectural and Civil Engineering,2003,20(2):12-15. |
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| Authors: | GUO Jin-shi WANG Xiu-li JIANG Bao-kui |
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| Affiliation: | GUO Jin-shi 1,WANG Xiu-li 1,JIANG Bao-kui 2 |
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| Abstract: | The method to effective wall thick of rectangular member with high strength concrete was presented by analyses of theory and test verification,it is available for reference to designers. |
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| Keywords: | high strength concrete torque member effective wall thick |
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