| 钢骨高强砼框架边节点抗剪承载力有限元分析 |
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| 引用本文： | 徐亚丰,贾连光,王连广,梁力. 钢骨高强砼框架边节点抗剪承载力有限元分析[J]. 辽宁工程技术大学学报(自然科学版), 2006, 25(3): 372-374 |
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| 作者姓名： | 徐亚丰 贾连光 王连广 梁力 |
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| 作者单位： | 沈阳建筑大学,土木工程学院,辽宁,沈阳,110168;东北大学资源与土木工程学院,辽宁,沈阳,110004 |
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| 基金项目： | 辽宁省自然科学基金资助项目(2001101012)，国家建设部科技攻关资助项目(2002-2-11) |
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| 摘 要： | 利用ANSYS软件，对5个不同参数下的钢骨高强混凝土柱，钢筋高强混凝土梁框架边节点进行了在低周期反复载荷作用下的模拟计算，确定了各个试件的节点承载力。根据达到极限状态时节点的平衡方程，求出节点核心区总剪力，进而对其在低周期反复载荷作用下的承载力进行了分析。经过节点核心区总剪力计算值与节点核心区承载力实验值的比较，发现二者吻合较好。为节点承载力的计算提供了理论基础。
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| 关 键 词： | 钢骨高强混凝土 框架边节点 ANSYS 承载力 |
| 文章编号： | 1008-0562(2006)03-0372-03 |
| 修稿时间： | 2004-07-25 |
Finite element analysis of capacity of high strength steel-reinforced concrete frame side joint |
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| XU Ya-feng,JIA Lian-guang,WANG Lian-guang,LIANG Li. Finite element analysis of capacity of high strength steel-reinforced concrete frame side joint[J]. Journal of Liaoning Technical University (Natural Science Edition), 2006, 25(3): 372-374 |
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| Authors: | XU Ya-feng JIA Lian-guang WANG Lian-guang LIANG Li |
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| Abstract: | With ANSYS software, the simulated calculation of steel reinforced high strength concrete (HSRC) column / high strength reinforced concrete (HRC) beam frame side joints under the earthquake week cycle load is made and the limited capacity is determined. By the balance equation under the limited stage, the shear in the joint core is solved, and the shear capacity under the earthquake week cycle load is analysed. By the comparison of the shear and the shear capacity, the result is good. The theory foundation has been set up. |
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| Keywords: | steel reinforced high strength concrete frame side joint ANSYS capacity |
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