| 聚丙烯纤维增强异形柱边节点的抗震性能研究 |
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| 引用本文： | 戎贤,王静,李艳艳.聚丙烯纤维增强异形柱边节点的抗震性能研究[J].地震工程与工程振动,2011,31(3):134-139. |
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| 作者姓名： | 戎贤 王静 李艳艳 |
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| 作者单位： | 河北工业大学土木工程学院,天津,300401 |
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| 基金项目： | 河北省自然科学基金(钢铁基金)(E2011202013) |
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| 摘 要： | 通过3个聚丙烯纤维增强混凝土异形柱边节点和1个普通混凝土异形柱边节点的低周反复荷载试验,对比研究了聚丙烯纤维增强对混凝土异形柱节点抗震性能的影响。结果表明:采用聚丙烯纤维增强可以提高节点的开裂荷载和变形能力,减小核心区内裂缝的数量和宽度,延缓构件的刚度退化,减轻节点的累积损伤程度,有效改善节点的破坏形态,有利于节点抗震。
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| 关 键 词： | 聚丙烯纤维 异形柱 边节点 抗震性能 |
Research on seismic behavior of exterior joints with specially-shaped column reinforced by polypropylene fiber |
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| RONG Xian,WANG Jing,LI Yanyan.Research on seismic behavior of exterior joints with specially-shaped column reinforced by polypropylene fiber[J].Earthquake Engineering and Engineering Vibration,2011,31(3):134-139. |
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| Authors: | RONG Xian WANG Jing LI Yanyan |
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| Institution: | RONG Xian,WANG Jing,LI Yanyan(School of Civil Engineering,Hebei University of Technology,Tianjin 300401,China) |
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| Abstract: | Based on the low cyclic loading test of three exterior joints with specially-shaped column reinforced by polypropylene fiber and a joint with specially-shaped column not reinforced,we comparatively studied the influence of fiber reinforcement on the seismic behavior of concrete joints with specially-shaped colunn.It is demonstrated that using polypropylene fiber reinforcement can increase the cracking load and improve the ability of deformation,reduce quantity and width of cracks in the core area,delay the ... |
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| Keywords: | polypropylene fiber specially-shaped column exterior joint seismic behavior |
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