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铁路简支梁桥风荷载探讨
引用本文:祝志文,陈政清.铁路简支梁桥风荷载探讨[J].铁道科学与工程学报,2001,19(1):18-21.
作者姓名:祝志文  陈政清
作者单位:中南大学土木建筑学院,
摘    要:基于横向风中铁路16m、24m预应力混凝土T形简支梁桥单体、YZ

关 键 词:铁路简支梁桥  车辆  体型系数  风荷载
文章编号:1000-2499(2001)01-0018-04
修稿时间:2000年8月6日

Probe into Wind Loads of Railway Freebeam Bridge
XIA Zeng-ming.Probe into Wind Loads of Railway Freebeam Bridge[J].Journal of Railway Science and Engineering,2001,19(1):18-21.
Authors:XIA Zeng-ming
Abstract:Based on the numerical simulation of 16m,24m prestressed concrete free supported T-beam bridge,the YZ22 vehicle on the 16m free supported T-beam bridge,and the double-deck vehicle on 24m free supported T-beam bridge in crosswing with different angle of attack,the results indicate that when designing railroad free supported T-beam bridge,the figure coefficient and wind loads should be adjusted,compared with the Fundamental Code Design on Railway Bridge and Culvert.
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