| 轴压比对梁柱节点抗剪强度影响的分析 |
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| 引用本文： | 郑懿,杨俊杰,王森军.轴压比对梁柱节点抗剪强度影响的分析[J].浙江工业大学学报,2007,35(5):563-566. |
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| 作者姓名： | 郑懿 杨俊杰 王森军 |
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| 作者单位： | 浙江工业大学,建筑工程学院,浙江,杭州,310032 |
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| 摘 要： | 通过对美国学者Attaalla新提出的节点抗剪通用模型的分析并参考我国国内一系列关于节点核心混凝土抗剪试验结果数据,主要分析了轴压比的变化对节点核心混凝土抗剪强度的影响,同时也指出该通用抗剪计算模型所忽视的一个问题:轴压比在节点核心混凝土抗剪中所起的积极作用,然后通过当前主要的节点模型理论解释了轴压比是如何在节点核心混凝土抗剪如何发挥它的作用.
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| 关 键 词： | 钢筋混凝土 梁柱节点 轴压比 抗剪强度 |
| 文章编号： | 1006-4303（2007）05-0563-04 |
| 修稿时间： | 2006-10-31 |
Analysis of ratio of axial compressive force to resisting shear strength of reinforced concrete beam-column joints |
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| ZHENG Yi,YANG Jun-jie,WANG Sen-jun.Analysis of ratio of axial compressive force to resisting shear strength of reinforced concrete beam-column joints[J].Journal of Zhejiang University of Technology,2007,35(5):563-566. |
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| Authors: | ZHENG Yi YANG Jun-jie WANG Sen-jun |
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| Affiliation: | College of Civil Engineering and Architecture, Zhejiang University of Technology, Hangzhou 310032, China |
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| Abstract: | Using the experimental results of beam-column joints,the paper would like to verify the effect of parameters on the ratio of axial compressive force to axial compressive ultimate capacity of section of universal model for resisting shear.And the disadvantage of one universal model is explained. |
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| Keywords: | reinforced concrete beam-column joints ratio of axial compressive force to axial compressive ultimate capacity of section resisting shear strength |
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