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期刊论文
Analysis of Shear Lag Effect in Box Girder of Cable-stayed Bridge with Mono-tower and Mono-cable Plane
，-0001，（）：
Based on one typical cable-stayed bridge with mono-tower and mono-cable plane, the shear lag effect in the kind of bridge with multi-cell box girder is analysed by spatial finite element method. The influence of some factors such as the type and transverse acting location of external load on the shear lag effect is explored. Some useful conclusions are drawn through this study.
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