| 小垂度单根悬索方程的改进 |
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| 引用本文： | 鲍永涛,陆萍,陈康翔.小垂度单根悬索方程的改进[J].科技通报,2004,20(5):442-445. |
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| 作者姓名： | 鲍永涛 陆萍 陈康翔 |
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| 作者单位： | 1. 浙江工业大学建筑工程学院,浙江,杭州,310014
2. 浙江长广集团有限公司,浙江,长兴313100 |
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| 基金项目： | 浙江工业大学校级科研基金资助项目 |
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| 摘 要： | 推导了小垂度单根悬索在纵向均布荷载和横向线性分布荷载作用下的悬索公式，获得了一个解析的更为精确的单索方程．并通过实例计算与传统方程进行了对比，指出了这一改进方程在理论上和实践上的双重意义。
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| 关 键 词： | 工程结构 悬索结构 悬索方程 单索 |
| 文章编号： | 1001-7119(2004)05-0442-04 |
| 修稿时间： | 2003年12月19 |
Improvement of the Equation of Single Suspended Cable with Small Deflection |
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| BAO Yong-tao,LU Ping,CHEN Kang-xiang.Improvement of the Equation of Single Suspended Cable with Small Deflection[J].Bulletin of Science and Technology,2004,20(5):442-445. |
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| Authors: | BAO Yong-tao LU Ping CHEN Kang-xiang |
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| Institution: | BAO Yong-tao~1,LU Ping~1,CHEN Kang-xiang~2 |
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| Abstract: | A formula of single suspended cable with small deflection under longitudinal uniform load and transverse linear distributed load is derived. A more accurate equation of single suspended cable is precented. The proposed equation is compared with the traditional formulae by an illustrative numerical example. The significance of the new equation in theory and in practice is therefore indicated. |
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| Keywords: | engineering structure suspended cable structure equation of suspended cable single suspended cable |
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