| 钢纤维混凝土框架节点抗震性能试验研究 |
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| 引用本文： | 郑七振,魏林,朱斌.钢纤维混凝土框架节点抗震性能试验研究[J].上海理工大学学报(社会科学版),2004,26(4):323-327. |
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| 作者姓名： | 郑七振 魏林 朱斌 |
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| 作者单位： | [1]上海理工大学城市建设与环境工程学院，上海200093 [2]上海理工大学总务处，上海200093 |
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| 摘 要： | 通过对11个钢纤维混凝土框架边节点的试验，研究了这种节点的破坏过程、破坏形态、滞回曲线及剪切延性等问题．结果表明，钢纤维混凝土框架节点具有良好的抗震性能，对解决节点箍筋密集、改善施工条件有明显效果。
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| 关 键 词： | 钢纤维混凝土 框架节点 试验研究 滞回性能 |
Experimental study on the seismic resistance behavior of steel fiber reinforced concrete frame joints |
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| ZHENG Qi-zhen,WEI Lin,ZHU Bin.Experimental study on the seismic resistance behavior of steel fiber reinforced concrete frame joints[J].Journal of University of Shanghai For Science and Technilogy(Social Science),2004,26(4):323-327. |
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| Authors: | ZHENG Qi-zhen WEI Lin ZHU Bin |
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| Institution: | ZHENG Qi-zhen~,WEI Lin~,ZHU Bin~ |
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| Abstract: | According to the experimental results of 11 joint specimens for SFRC frames,the failure process,the failure form,the hysteresis curves and the shear ductility of the joints were investigated.It shows that SFRC frame joint has the good anti-seismic behavior which is an efficient way to resolve the problem of crowded stirrups and improve the working condition in construction. |
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| Keywords: | steel fiber reinforced concrete frame joint experimental study hysteretic behavior |
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