| 斜向水平荷载作用下钢筋混凝土框架柱受剪性能分析 |
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| 引用本文： | 安志文,王立军. 斜向水平荷载作用下钢筋混凝土框架柱受剪性能分析[J]. 沈阳理工大学学报, 2006, 25(4): 76-79 |
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| 作者姓名： | 安志文 王立军 |
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| 作者单位： | 1. 张家口市第一建筑工程有限公司,河北,张家口,075000
2. 河北建筑工程学院 |
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| 摘 要： | 利用三维非线性有限元方法,对矩形截面两个主轴方向上配箍量不等的钢筋混凝土框架柱在斜向水平荷载作用下的受剪承载力进行了分析研究,并与试验结果进行了比较分析,得出了斜向水平荷载作用下钢筋混凝土框构件受压侧的两个角边,容易发生钢筋与混凝土的粘结破坏及在柱截面短边适量增加配箍量有利于提高斜截面受剪承载力的结论.
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| 关 键 词： | RC框架柱 斜向水平荷载 双向受剪承载力 非线性有限元 |
| 文章编号： | 1003-1251(2006)04-0076-04 |
| 收稿时间： | 2006-02-22 |
| 修稿时间： | 2006-02-22 |
Research on Shearing Behavior of Reinforced Concrete Frame Columns Under Skewed Horizontal Loads |
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| AN Zhi-wen,WANG Li-jun. Research on Shearing Behavior of Reinforced Concrete Frame Columns Under Skewed Horizontal Loads[J]. Transactions of Shenyang Ligong University, 2006, 25(4): 76-79 |
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| Authors: | AN Zhi-wen WANG Li-jun |
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| Affiliation: | 1. First Construction Engineering Co of Zhang Jiakou City,Hebei Zhang Jiakou City 075000, China;2. Hebei Institute of Architecture and Civil Engineering |
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| Abstract: | A three-dimensional nonlinear finite-element model for structural concrete is applied to the analysis of RC frame columns,and some useful conclusions are drawn by means of the comparisons between the tested results and finite-element program. |
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| Keywords: | RC frame column skewed horizontal load bilateral shearing strength nonlinear finite elements |
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