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

机译：单塔和MOMO-CABLE平面斜拉桥箱梁箱梁剪力滞后分析

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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：基于一个典型的电缆停留桥与单塔和单线电缆平面，通过空间有限元法分析了具有多电池箱梁这种桥梁中这种桥梁的剪切滞后效果。探讨了诸如类型和横向作用位置的一些因素对剪切滞后效果的影响。通过这项研究提出了一些有用的结论。

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《International Association for Bridge and Structural Engineering Symposium》|2004年||共2页
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Yiqiang XIANG; Yongding YAO; Jinfeng WANG; International Association for Bridge and Structural Engineering(IABSE); China Civil Engineering Society(CCES); Tongji University(CN);
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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：带有单塔和单线电缆平面的缆绳桥;多电池箱梁;剪切滞后效果;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(IABSE) Symposium; 20040922-24; Shanghai(CN) . 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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