| 偏心受力连接中螺栓数的近似计算 |
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| 引用本文： | 姚谏. 偏心受力连接中螺栓数的近似计算[J]. 科技通报, 1999, 15(4): 268-273 |
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| 作者姓名： | 姚谏 |
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| 作者单位： | 浙江大学土木系,浙江,杭州,310027 |
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| 摘 要： | 对承受偏心拉力（或同时承受弯矩和轴瓦拉力）的螺栓连接和承受偏心剪力的螺栓宫接，分别命同其所需螺的近似公式和方法，算例表明，工程设计中应用本言语公式和方法，简便实用，可以避免反复计算。
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| 关 键 词： | 偏心受拉螺栓连接 偏心受剪螺栓连接 结构设计 |
| 修稿时间： | 1998-06-30 |
Approximate Formula for Determining the Number of Bolts Required in Eccentric Connection Design |
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| YAO Jian. Approximate Formula for Determining the Number of Bolts Required in Eccentric Connection Design[J]. Bulletin of Science and Technology, 1999, 15(4): 268-273 |
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| Authors: | YAO Jian |
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| Abstract: | An approximate method to calculate the number of bolts required in eccentrically loaded bolted connections is presented. Illustrating examples show that this method is very simple for use in design, and that satisfactory results may be obtained without trial and error. |
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| Keywords: | eccentrically loaded bolted connection with bolts in tension bolted connection subjected to eccentric shear structural design |
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