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自锚式悬索桥施工控制中吊杆张拉力的确定
引用本文:谢支钢,赵拥军,杨俊.自锚式悬索桥施工控制中吊杆张拉力的确定[J].中国市政工程,2012(3):52-55,107.
作者姓名:谢支钢  赵拥军  杨俊
作者单位:1. 湖北省宜昌市夷陵区公路管理局,湖北宜昌,443100
2. 三峡大学土木与建筑学院,湖北宜昌,443002
摘    要:自锚式悬索桥施工过程中,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,是个非常重要的工作。结合自锚式悬索桥施工过程中的力学特性,提出了基于几何线性、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。

关 键 词:自锚式悬索桥  影响矩阵  吊杆张拉力

On Confirmation of Suspender Tensile Force during Construction Control of Self-anchored Suspension Bridge
XIE Zhi-gang,ZHAO Yong-jun,YANG Jun.On Confirmation of Suspender Tensile Force during Construction Control of Self-anchored Suspension Bridge[J].China Municipal Engineering,2012(3):52-55,107.
Authors:XIE Zhi-gang  ZHAO Yong-jun  YANG Jun
Affiliation:1.Hubei Yichang Yiling District Highway Administration Bureau,Yichang 443100,China;2.College of Civil Engineering & Architecture,China Three Gorges University,Yichang 443002,China)
Abstract:It is very important of controlling suspender tensile force during self-anchored suspension bridge construction process to make the bridge arrive at ideal design state after the completion.Combined with mechanics characteristics during the construction process,the influence matrix based on geometrical linear & non-linear is proposed to confirm the construction tensile force of self-anchored suspension bridge.The research can show that the method is of simple calculation and the results can meet with the requirements.
Keywords:self-anchored suspension bridge  influence matrix  suspender tensile force
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