Analysis of Shear Lag Effect in Box Girder of Cable-Stayed Bridge with Mono-Tower and Momo-Cable Plane

机译：单塔和单斜拉索斜拉桥箱梁的剪力滞效应分析

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Based on one typical cable-stayed bridge with mono-tower and mono-cable plane, the shear lag effect in such 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 the transverse acting location of external load on the shear lag effect are explored. Some useful conclusions are drawn through this study.

机译：基于单塔单索平面的典型斜拉桥，通过空间有限元方法分析了这种多单元箱梁桥的剪力滞效应。探讨了外部载荷的类型和横向作用位置等因素对剪力滞效应的影响。通过这项研究得出了一些有用的结论。

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来源
《International Association for Bridge and Structural Engineering(IABSE) Symposium; 20040922-24; Shanghai(CN)》|2004年|P.284-285|共2页
会议地点 Shanghai(CN)
作者
Yiqiang XIANG; Yongding YAO; Jinfeng WANG;
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作者单位

Zhejiang University Hangzhou, China;

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会议组织
原文格式 PDF
正文语种 eng
中图分类桥涵工程;
关键词
cable-stayed bridge with mono-tower and mono-cable plane; multi-cell box girder; shear lag effect; spatial finite element method; analysis;

机译：单塔单索平面斜拉桥；多单元箱梁；剪力滞后效应；空间有限元法；分析;

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4. Analysis of Shear Lag Effect in Box Girder of Cable-Stayed Bridge with Mono-Tower and Momo-Cable Plane [C] . Yiqiang XIANG, Yongding YAO, Jinfeng WANG, International Association for Bridge and Structural Engineering Symposium . 2004

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Analysis of Shear Lag Effect in Box Girder of Cable-Stayed Bridge with Mono-Tower and Momo-Cable Plane

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