| 确定扣索索力方法的比较研究 |
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| 引用本文： | 王广.确定扣索索力方法的比较研究[J].山西建筑,2010,36(3):335-336. |
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| 作者姓名： | 王广 |
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| 作者单位： | 广东省公路勘察规划设计院有限公司,广东广州,510507 |
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| 摘 要： | 结合采用缆索吊装—千斤顶斜拉扣挂法架设空钢管桁架拱肋时扣索索力的重要性,通过分析扣索索力的常用计算方法,明确指出了各种计算方法的优缺点,从而为大桥的施工提供科学的指导。
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| 关 键 词： | 钢管混凝土拱桥 扣索力计算 方法 |
On comparison research on identification methods for force of knotted cable |
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| WANG Guang.On comparison research on identification methods for force of knotted cable[J].Shanxi Architecture,2010,36(3):335-336. |
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| Authors: | WANG Guang |
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| Abstract: | By combining with the importance of the force of the knotted cable in the cable erection,with the jack stayed knotting method,to construct the hollow steel pipe trussed arch rib,the paper points out respective advantages and disadvantages of all sorts of calculation methods by the analysis of the common calculation methods for the force of the knotted cable,so as to provide scientific direction for the bridge s construction. |
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| Keywords: | concrete filled steel bridge calculation of force of knotted cable methods |
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