| 普通螺栓群弯矩和偏心受拉分析 |
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| 引用本文： | 王士奇,金鸿君. 普通螺栓群弯矩和偏心受拉分析[J]. 低温建筑技术, 2005, 0(1): 54-56 |
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| 作者姓名： | 王士奇 金鸿君 |
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| 作者单位： | 南京工业大学土木学院,南京,210009;上海亚新建设工程总承包有限公司,上海,200072 |
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| 摘 要： | 介绍了目前常用于设计弯矩和偏心受拉普通螺栓群连接的简化计算方法,指出了其不足之处,然后推导了其更为精确的计算方法,对弯矩和偏心受拉的普通螺栓群连接设计提出了合理建议。
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| 关 键 词： | 普通螺栓 计算方法 偏心受拉 弯矩 |
| 文章编号： | 1001-6864(2005)01-0054-03 |
| 修稿时间： | 2004-09-18 |
ANALYSIS OF COMMON BOLTS CONNECTION UNDER BENDING MOMENT AND ECCENTRIC TENSION |
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| WANG Shi-qi,JIN Hong-jun. ANALYSIS OF COMMON BOLTS CONNECTION UNDER BENDING MOMENT AND ECCENTRIC TENSION[J]. Low Temperature Architecture Technology, 2005, 0(1): 54-56 |
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| Authors: | WANG Shi-qi JIN Hong-jun |
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| Abstract: | This paper introduces simplified commonly used calculation methods to design common bolts connection under bending moment and eccentric tension.The deficiencies are pointed out,and a more precise calculation method is deduced.Relying on some examples,this paper discussed the position of loads,assignment of bolts,size of boards or bolts diameter influence on the highest pulling force of the bolts,simultaneously analyzes and compares several kinds of calculation methods.Thus,some reasonable suggestions are put forward on the design of common bolts under bending moment and eccentric tension. |
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| Keywords: | common bolts calculation method eccentric tension bending moment |
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