自锚式悬索与斜拉组合体系桥梁换索模型试验研究
Journal of Highway and Transportation Research and Development(2009)
Abstract
以某独塔双索面自锚式悬索与斜拉组合体系桥梁为对象,建立换索试验模型,分析了自锚式悬索与斜拉组合体系桥梁在更换斜拉索过程中的力学行为、几何变形特征及结构的安全性.验证了换索工程的可行性.有针对性地指出了换索时应注意的问题,为实桥换索的实施提供必要的技术支持.
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Key words
self-anchored suspension and cable-stayed composite structure system,model test,cable replacement,bridge engineering
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