| 沿对角线配筋无梁楼盖的极限承载力试验研究 |
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| 引用本文： | 钟春玲,尹新生,刘明.沿对角线配筋无梁楼盖的极限承载力试验研究[J].吉林建筑工程学院学报,2004,21(3):7-9. |
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| 作者姓名： | 钟春玲 尹新生 刘明 |
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| 作者单位： | 吉林建筑工程学院土木工程系,长春,130021;长春市规划局南关管理分局,长春,130061 |
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| 摘 要： | 根据虚功原理建立沿对角线配筋的无粱楼盖的虚功方程，并据此建立了无粱楼盖的极限承载力公式．试验研究表明，无粱楼盖的极限荷载与理论分析值吻合较好，沿对角线配筋的无粱楼盖的极限承载力有所提高．
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| 关 键 词： | 无梁楼盖 虚功原理 极限承载力 |
| 文章编号： | 1009-0185(2004)03-0007-03 |
| 修稿时间： | 2003年12月17 |
Test Analysis on Slab-column System Arranging Prestressed Reinforcing Bar Along Diagonal |
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| ZHONG Chun-ling,YIN Xin-sheng,LIU Ming.Test Analysis on Slab-column System Arranging Prestressed Reinforcing Bar Along Diagonal[J].Journal of Jilin Architectural and Civil Engineering,2004,21(3):7-9. |
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| Authors: | ZHONG Chun-ling YIN Xin-sheng LIU Ming |
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| Affiliation: | ZHONG Chun-ling~1,YIN Xin-sheng~1,LIU Ming~2 |
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| Abstract: | The suppositional-work equation of slab-column system of arranging prestressed rein forcing bar along diagonal is built based on the suppositional-work theory,and obtains the ultimate loads.The test results indicate that the ultimate loads obtained from test are accorded with that from the theoretic anlysis,and the flat plate arranging prestressed rein forcing bar along diagonal line can work well. |
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| Keywords: | slab-column system suppositional-work theory ultimate loads |
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