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高速铁路连续梁桥动力响应分析
引用本文:王庆波,汪胜,许克宾,夏禾.高速铁路连续梁桥动力响应分析[J].北京交通大学学报(自然科学版),1997(4).
作者姓名:王庆波  汪胜  许克宾  夏禾
作者单位:北方交通大学土木建筑系
摘    要:介绍了铁路连续梁桥在高速列车作用下,冲击系数和列车运行舒适度的研究.计算表明,连续梁桥的冲击系数和列车舒适度,比简支梁桥有一定减小,提出了连续梁桥设计冲击系数.通过对不同跨度配合情况下连续梁桥的动力分析,研究了不等跨连续梁桥冲击系数的计算方法

关 键 词:高速铁路  连续梁桥  动力响应  列车舒适度

Dynamic Responses of High Speed Railway Continuous Bridge
Wang Qingbo\ Wang Sheng\ Xu Kebin\ Xia He.Dynamic Responses of High Speed Railway Continuous Bridge[J].JOURNAL OF BEIJING JIAOTONG UNIVERSITY,1997(4).
Authors:Wang Qingbo\ Wang Sheng\ Xu Kebin\ Xia He
Abstract:The dynamic coefficients of railway continuous bridge under high speed trains and the stability of trains are studied. The study results show that the dynamic coefficients of continuous bridge and train stability are smaller than those of simply supported bridge, and the dynamic coefficients for design are proposed. By analyzing the dynamic responses of continuous bridge when the spans are unequal, the method for calculating dynamic coefficients is discussed.
Keywords:high  speed railway\ continuous bridge\ dynamic responses\ train stability
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