摘要
为了研究高速铁路路基的动力响应,这里模拟秦沈客运专线的路基条件,采用有限元分析方法,计算分析了铁路路基的动力响应(位移)在列车荷载作用下的分布规律,分析了影响路基位移值的各种因素,提出了路基动力响应(位移)随车速变化的"双峰现象"并分析其成因,最后将数值模拟结果与秦沈客运专线现场动力测试试验数据进行了对比,得出模拟和试验结果规律性一致的结论。
response method, Based on the railway subgrade of Qin-Shen for quasi-high speed railway subgrade was the railway subgrade＇s dynamic response＇s （ special line for passenger transport, the dynamic simulated and studied. Using the finite element dynamic displacement） distributed rule under the high speed train load was calculated and analyzed, the influencing factors of subgrade＇s dynamic displace- ment were discussed, ＂the double peaks phenomena＂ which denoting the change of subgrade＇s dynamic response （dynamic displacement） with railway speed was brought forward, and its causing reason was analyzed. The field testing dates of the qin-shen special line for passenger transport and the calculating dates were contrasted in the end, the conclusion was gotten that the numerical simulation and field test had accordant results.
出处
《计算力学学报》
EI
CAS
CSCD
北大核心
2010年第1期173-176,共4页
Chinese Journal of Computational Mechanics
基金
华北水利水电学院2009年度青年科研基金(HSQJ2009013)
重庆交通大学(桥梁)结构工程重点实验室开放基金资助项目
关键词
路基
位移
影响因素
动力测试
双峰
subgrade
dynamic displacement
influencing factors
dynamic text
double peaks
