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沿对角线配筋无梁楼盖的极限承载力试验研究

Test Analysis on Slab-column System Arranging Prestressed Reinforcing Bar Along Diagonal

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【作者】 钟春玲尹新生刘明

【Author】 ZHONG Chun-ling~1,YIN Xin-sheng~1,LIU Ming~2 (1:Department of Civil Engineering,Jilin Architectural and Civil Engineering Institute,Changchun130021; 2:NanGuan Substation of Changchun Planning Bureau,Changchun130061)

【机构】 吉林建筑工程学院土木工程系长春市规划局南关管理分局 长春 130021长春 130021长春 130061

【摘要】 根据虚功原理建立沿对角线配筋的无梁楼盖的虚功方程,并据此建立了无梁楼盖的极限承载力公式.试验研究表明,无梁楼盖的极限荷载与理论分析值吻合较好,沿对角线配筋的无梁楼盖的极限承载力有所提高.

【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.

  • 【文献出处】 吉林建筑工程学院学报 ,Journal of Jilin Architectural and Civil Engineering Institute , 编辑部邮箱 ,2004年03期
  • 【分类号】TU375
  • 【下载频次】58
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