首页|减基法在轨道-隧道-土体系统谐响应分析中的应用

减基法在轨道-隧道-土体系统谐响应分析中的应用

扫码查看
为了提高轨道交通环境振动预测效率,提出基于减基法原理的轨道-隧道-土体系统谐响应分析方法,即将减基法应用到轨道-隧道-土体系统的谐响应分析中.结合有限元方法和理论解析方法,在既有计算频率样本的基础上,实现原求解域内系统频响函数的重采样计算.将本文方法与有限元方法和线性插值方法进行对比分析.研究结果表明:在不同规模模型条件下,所提出方法的计算误差要明显低于线性插值方法的计算误差.同时,相比于有限元求解方法,本文方法能够在不同线程条件下均保持较高的计算精度和效率;且随着模型规模增大,本文方法相比有限元法的加速比不断提高,最大加速比可以超过2 000.
Application of reduced basis method in harmonic analysis of track-tunnel-soil system
In order to improve the prediction efficiency of railway-induced vibration,the harmonic analysis method of the track-tunnel-soil system was proposed based on the reduced basis method.The reduced basis method was applied in the harmonic analysis of the track-tunnel-soil system.Combining the finite element method and the theoretical analytical method,the resampling calculation of the frequency response function of the system in the original solution domain was realized on the basis of the existing calculation frequency samples.The proposed method in this paper was compared with the finite element method and linear interpolation method.The results show that in any models with different scales,the calculation errors of the proposed method are obviously lower than those of linear interpolation.Meanwhile,compared with the finite element method,the proposed method can maintain high calculation accuracy and efficiency under different threads.With the increase of model scale,the acceleration ratio of the proposed method is higher than that of the finite element method,and the maximum acceleration ratio can exceed 2 000.

rail transitenvironmental vibrationvibration predictiontransfer functionreduced basis method

王森、辛涛、王朋松、杨燚、戴传青、滕明利

展开 >

北京交通大学土木建筑工程学院,北京,100044

北京市轨道工程重点实验室,北京,100044

智慧高铁系统前沿科学中心,北京,100044

轨道交通 环境振动 振动预测 传递函数 减基法

国家重点研发计划高等学校学科创新引智计划(111计划)引智基地项目

2023YFB2604300B20040

2024

中南大学学报(自然科学版)
中南大学

中南大学学报(自然科学版)

CSTPCD北大核心
影响因子:0.938
ISSN:1672-7207
年,卷(期):2024.55(3)
  • 1
  • 40