| 一种计算自锚式悬索桥吊杆施工张拉力的方法探讨 |
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| 引用本文： | 李连新,陈伟. 一种计算自锚式悬索桥吊杆施工张拉力的方法探讨[J]. 交通标准化, 2010, 0(13): 80-83. DOI: 10.3869/j.issn.1002-4786.2010.07.010 |
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| 作者姓名： | 李连新 陈伟 |
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| 作者单位： | 1. 湖北省宜昌市虹源公路工程咨询监理有限公司,湖北,宜昌,443000
2. 湖北省宜都市三立路桥工程建设有限责任公司,湖北,宜都,443300 |
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| 摘 要： | 自锚式悬索桥施工过程当中,控制吊杆施工张拉力,使桥梁在施工完毕后达到理想的设计状态,是个非常重要的问题。结合自锚式悬索桥施工过程中的力学特性,提出采用基于几何线性、几何非线性的影响矩阵法确定自锚式悬索桥的施工张拉力,该方法计算简单,所得结果符合要求。
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| 关 键 词： | 自锚式悬索桥 影响矩阵 吊杆张拉力 |
A Method to Calculate Construction Suspender Force of Self-anchored Suspension Bridge |
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| LI Lian-xin,CHEN Wei. A Method to Calculate Construction Suspender Force of Self-anchored Suspension Bridge[J]. Communications Standardization, 2010, 0(13): 80-83. DOI: 10.3869/j.issn.1002-4786.2010.07.010 |
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| Authors: | LI Lian-xin CHEN Wei |
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| Affiliation: | 1.Hubei Provincial Yichang Hongyuan Highway Engineering Consultant ＆ Supervision Co.,Ltd.,Yichang 443000,China; 2.Hubei Provincial Yidu City SanLi Road and Bridge Construction Co.,Ltd.,Yidu 443300,China) |
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| Abstract: | During constructing self-anchored suspension bridge,controlling suspender force is an important problem for bridge to reach rational state after construction. Combining with mechanical characters of self-anchored suspension bridge during construction procedure,an influence matrix method based on geometric linearity and geometric nonlinearity for determining construction suspender force of self-anchored suspension bridge is proposed. Using the method,the calculation is easy and the result is correct. |
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| Keywords: | self-anchored suspension bridge influence matrix suspender force |
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