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斜拉桥船撞荷载下静动力响应对比分析
引用本文:曾嵩,耿波,吕成林,向明航,陈璨,郑罡.斜拉桥船撞荷载下静动力响应对比分析[J].重庆交通学院学报,2011(3).
作者姓名:曾嵩  耿波  吕成林  向明航  陈璨  郑罡
作者单位:重庆交通大学土木建筑学院;招商局重庆交通科研设计院有限责任公司;
基金项目:国家自然科学基金资助项目(51008266)
摘    要:采用船撞动力时程最大值、峰值范围内的局部平均值及全局平均值,作为船撞等效静力荷载对斜拉桥进行船撞静力分析,将结构静力响应与船撞动力响应进行对比分析。结果表明:斜拉桥结构位移响应、内力响应差别较大。建议针对存在船撞问题的斜拉桥,在设计时船撞分析尽量采用动力分析方法,以便得到更为真实的结构内力和位移响应。

关 键 词:斜拉桥  船撞  等效静力  

Static and Dynamic Response Comparison Analysis of Cable-stayed Bridge under Vessel Collision Load
ZENG Song,GENG Bo,LV Cheng-lin,XIANG Ming-hang,CHEN Can,ZHENG Gang.Static and Dynamic Response Comparison Analysis of Cable-stayed Bridge under Vessel Collision Load[J].Journal of Chongqing Jiaotong University,2011(3).
Authors:ZENG Song  GENG Bo  LV Cheng-lin  XIANG Ming-hang  CHEN Can  ZHENG Gang
Institution:ZENG Song1,GENG Bo2,LV Cheng-lin1,XIANG Ming-hang1,CHEN Can1,ZHENG Gang1,2(1.School of Civil Engineering &Architecture,Chongqing Jiaotong University,Chongqing 400074,China,2.Chongqing Communications Research &Design Institute Co.,Ltd.,China Merchants Bureau,Chongqing 400067,China)
Abstract:The response of cable-stayed bridge under vessel collision load by dynamic and static analysis was analyzed with the maximum and the local average and the global average of the dynamic time history of ship impact as the equivalent static load.After comparison of the results it could be obtained that the response of cable-stayed bridge was different when different methods were applied.It was suggested that the cable-stayed bridge crossing the navigable river should be designed by dynamic analysis under vesse...
Keywords:cable-stayed bridge  vessel-bridge collision  the equivalent static force  
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