| 偏心受剪螺栓群极限承载力的研究 |
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| 引用本文： | 李峰,何志辉. 偏心受剪螺栓群极限承载力的研究[J]. 工程建设与设计, 2008, 0(10) |
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| 作者姓名： | 李峰 何志辉 |
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| 作者单位： | 西安建筑科投大学,西安,710055 |
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| 摘 要： | 介绍了按极限强度法计算偏心受剪螺栓群极限承载力的方法，采用极限强度法和弹性算法对一些实例进行比较，发现极限强度法较之弹性算法更加合理，也更方便工程中使用。
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| 关 键 词： | 极限强度法 偏心受剪 螺栓群 弹性算法 |
Research on Ultimate Strength of Bolt Group by Eccentric Shear Force |
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| LI Feng,HE Zhi-hui. Research on Ultimate Strength of Bolt Group by Eccentric Shear Force[J]. Construction & Design for Project, 2008, 0(10) |
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| Authors: | LI Feng HE Zhi-hui |
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| Abstract: | This paper introduces calculation of blot group connections supported eccentric shear force on the basis of ultimate strength theory,and compares with elastic-method through some examples .The results indicate that ultimate strength method is more reasonable and economical. |
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| Keywords: | ultimate strength method eccentric shear bolt group elastic method |
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