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准高速列车——钢筋混凝土连续梁桥系统横向振动随机计算分析
引用本文:王荣辉,王玮档,郭向荣.准高速列车——钢筋混凝土连续梁桥系统横向振动随机计算分析[J].广州大学学报(自然科学版),2003,2(1):64-69.
作者姓名:王荣辉  王玮档  郭向荣
作者单位:1. 华南理工大学,交通学院,广东,广州,510640
2. 中南大学,土建学院,湖南,长沙,410075
摘    要:将列车桥梁系统视为一整体,根据随机振动能量理论,以列车构架人工蛇行波和实测蛇行波为横向激振源,计算了准高速列车以不同的速度通过钢筋混凝土连续桥梁的振动反应,与测试结果比较,本文的计算结果是比较满意的。

关 键 词:横向振动  随机计算  准高速列车  随机振动  横向激振源  钢筋混凝土桥梁  振动反应
文章编号:1671-4229(2003)01-0064-06
修稿时间:2002年9月15日

Lateral Random Vibration Analysis of Quasi-high-speed Train——Reinforced Concrete Multi-span Box Girder Bridge
WANG Rong-hui,WANG Wei-yi,GUO Xiang-rong.Lateral Random Vibration Analysis of Quasi-high-speed Train——Reinforced Concrete Multi-span Box Girder Bridge[J].Journal og Guangzhou University:Natural Science Edition,2003,2(1):64-69.
Authors:WANG Rong-hui  WANG Wei-yi  GUO Xiang-rong
Abstract:The train and bridge are considered as a whole system. According to the random vibration energy theory, by taking the artificial hunting curves and the actual measured hunting curves of the train frame as the transverse excitation source, the vibrating responses are calculated when a quasi_high_speed train runs through the reinforced concrete multi_span box girder at different speed, the results of which are found to be in satisfactory with test data.
Keywords:quasi-high-speed train  random vibration  lateral excitation source  reinforced concrete bridge
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