为研究在高速列车场景下车体横向振动对自由空间光(free space optical,FSO)通信指向误差的影响,首先利用TB/T 3352—2014《高速铁路无砟轨道不平顺谱》中的轨向、轨距不平顺功率谱推导出横向合成不平顺谱公式,用谱公式仿真生成横向合...为研究在高速列车场景下车体横向振动对自由空间光(free space optical,FSO)通信指向误差的影响,首先利用TB/T 3352—2014《高速铁路无砟轨道不平顺谱》中的轨向、轨距不平顺功率谱推导出横向合成不平顺谱公式,用谱公式仿真生成横向合成不平顺数据;其次建立1/4车体3自由度横向车体振动模型,使用拉普拉斯变换推导出车体横向振动微分方程组的传递函数,搭建车体振动的Simulink仿真模型,推导车体横向位移的功率谱密度(power spectrum density,PSD),经统计得出仿真车体横向位移的概率密度函数(probability density function,PDF);最后利用车体横向位移PDF推导其导致的指向性误差的PDF。仿真验证了轨道横向合成不平顺谱公式、车体横向位移的PSD和PDF,以及横向位移导致的指向性误差的PDF。本研究获得的指向性误差的PDF可用于高铁FSO通信链路的信道建模和系统性能分析。展开更多
Based on back analysis of lateral displacements measured in situ by using the analytical solution, a useful method for estimating stress concentration ratio of geosynthetic-reinforced and pile-supported(GRPS) embankme...Based on back analysis of lateral displacements measured in situ by using the analytical solution, a useful method for estimating stress concentration ratio of geosynthetic-reinforced and pile-supported(GRPS) embankments was proposed. In order to validate the proposed method, a full-scale high-speed railway embankment(HSRE) with four instrumented subsections over medium compressibility silty clay was constructed in three stages. The soil profile, construction procedure and monitoring of settlements and lateral displacements of the four test sections were described. The field deformation analysis results show that 1) the combined reinforcement of CFG piles and geosynthetic layer perform well in terms of reducing lateral displacements; 2) the development of lateral displacements lags behind the increase of fill load, which can be attributed to the vertical load transfer mechanism of the pile foundation; and 3) pile length has a dominant effect on the stress distribution proportion between piles and surrounding soils. The comparison between predicted and experimental results suggests that the proposed analytical solution and the back analysis-based method are capable of reasonably estimating the lateral deformation and the stress concentration ratio, respectively, if the appropriate soil elastic modulus is chosen.展开更多
文摘为研究在高速列车场景下车体横向振动对自由空间光(free space optical,FSO)通信指向误差的影响,首先利用TB/T 3352—2014《高速铁路无砟轨道不平顺谱》中的轨向、轨距不平顺功率谱推导出横向合成不平顺谱公式,用谱公式仿真生成横向合成不平顺数据;其次建立1/4车体3自由度横向车体振动模型,使用拉普拉斯变换推导出车体横向振动微分方程组的传递函数,搭建车体振动的Simulink仿真模型,推导车体横向位移的功率谱密度(power spectrum density,PSD),经统计得出仿真车体横向位移的概率密度函数(probability density function,PDF);最后利用车体横向位移PDF推导其导致的指向性误差的PDF。仿真验证了轨道横向合成不平顺谱公式、车体横向位移的PSD和PDF,以及横向位移导致的指向性误差的PDF。本研究获得的指向性误差的PDF可用于高铁FSO通信链路的信道建模和系统性能分析。
基金Project(2010G003-F)supported by Technological Research and Development Programs of the Ministry of Railways,China
文摘Based on back analysis of lateral displacements measured in situ by using the analytical solution, a useful method for estimating stress concentration ratio of geosynthetic-reinforced and pile-supported(GRPS) embankments was proposed. In order to validate the proposed method, a full-scale high-speed railway embankment(HSRE) with four instrumented subsections over medium compressibility silty clay was constructed in three stages. The soil profile, construction procedure and monitoring of settlements and lateral displacements of the four test sections were described. The field deformation analysis results show that 1) the combined reinforcement of CFG piles and geosynthetic layer perform well in terms of reducing lateral displacements; 2) the development of lateral displacements lags behind the increase of fill load, which can be attributed to the vertical load transfer mechanism of the pile foundation; and 3) pile length has a dominant effect on the stress distribution proportion between piles and surrounding soils. The comparison between predicted and experimental results suggests that the proposed analytical solution and the back analysis-based method are capable of reasonably estimating the lateral deformation and the stress concentration ratio, respectively, if the appropriate soil elastic modulus is chosen.
