[1]郭乐工,龚绍熙.连续墙梁抗剪承载力试验研究[J].郑州大学学报(工学版),1992,13(03):22-30.
Guo Lewong,Gong Shaoxi,Research on continuous wall beam resistance shear loading capacity[J].Journal of Zhengzhou University (Engineering Science),1992,13(03):22-30.
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连续墙梁抗剪承载力试验研究(
)
《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]
- 卷:
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13
- 期数:
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1992年03期
- 页码:
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22-30
- 栏目:
-
- 出版日期:
-
1992-09-28
文章信息/Info
- Title:
-
Research on continuous wall beam resistance shear loading capacity
- 作者:
-
郭乐工;龚绍熙;
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郑州工学院土建系,郑州工学院土建系,
- Author(s):
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Guo Lewong; Gong Shaoxi;
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The Department of Civil Construction of Zhengzhou Institute of Technology, Department of Civil Construction of Zhengzhou Institute of Technology,
-
- 关键词:
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连续墙梁; 抗剪承载力
- Keywords:
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Continuous wall beams; anti -shear bearing capacity
- 文献标志码:
-
A
- 摘要:
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通过七个二跨无洞口连续墙粱的试验研究,深入分析了在顶部荷载下的二(?)续墙粱受荷时的工作性能、受力机理、破坏形态和主要因素,如托粱高跨比,墙体高跨比、砌体横向配筋率对连续墙粱抗剪承载力的影响,提出了连续墙粱抗剪承载力计算模式,与试验结果符合良好。
- Abstract:
-
Through the experimental research of seven two -cross -no -hole continuous wall beams, the work performance, force mechanism, destructive form and main factors of the two (?) Of the two (?) Of the two (?) Of the Two (?) The wall of the wall of the wall beams, such as the tidal high span ratio, the masonry horizontal tendon rate on the continuous wall bearing capacity, and proposed the continuous wall bearing carrier bearing capacity calculation mode. The test results are good.
更新日期/Last Update:
1900-01-01