Investigation of train-induced vibration and noise from a steel-concrete composite railway bridge using a hybrid finite element-statistical energy analysis method Q Liu, DJ Thompson, P Xu, Q Feng, X Li Journal of Sound and Vibration 471, 115197, 2020 | 55 | 2020 |
A new method for band gap analysis of periodic structures using virtual spring model and energy functional variational principle W Guo, Z Yang, Q Feng, C Dai, J Yang, X Lei Mechanical Systems and Signal Processing 168, 108634, 2022 | 34 | 2022 |
Long-term prediction of fatigue crack growth in ballastless track of high-speed railway due to cyclic train load Q Feng, K Sun, HP Chen, X Lei Construction and Building Materials 292, 123375, 2021 | 29 | 2021 |
Numerical analysis of dynamic compaction using FEM-SPH coupling method W Wang, Y Wu, H Wu, C Yang, Q Feng Soil Dynamics and Earthquake Engineering 140, 106420, 2021 | 28 | 2021 |
A 2D peridynamic model for fatigue crack initiation of railheads X Ma, J Xu, L Liu, P Wang, Q Feng, J Xu International Journal of Fatigue 135, 105536, 2020 | 25 | 2020 |
不平顺条件下高速铁路轨道振动的解析研究 冯青松, 雷晓燕, 练松良 振动工程学报 21 (6), 559-564, 2008 | 24 | 2008 |
Lifetime performance assessment of railway ballastless track systems affected by a mortar interface defect Q Feng, K Sun, H Chen, X Lei, W Wang Journal of Aerospace Engineering 32 (4), 04019037, 2019 | 23 | 2019 |
Using the 2.5 D FE and transfer matrix methods to study ground vibration generated by two identical trains passing each other G Cheng, Q Feng, X Sheng, P Lu, S Zhang Soil Dynamics and Earthquake Engineering 114, 495-504, 2018 | 22 | 2018 |
地铁运行列车引起建筑物低频振动的数值分析 冯青松, 雷晓燕, 伍明辉 铁道科学与工程学报 4 (5), 68-72, 2007 | 21 | 2007 |
A two-dimensional ordinary state-based peridynamic model for surface fatigue crack propagation in railheads X Ma, L Wang, J Xu, Q Feng, L Liu, H Chen Engineering Fracture Mechanics 265, 108362, 2022 | 20 | 2022 |
Testing research on frequency-dependent characteristics of dynamic stiffness and damping for high-speed railway fastener X Gao, Q Feng, A Wang, X Sheng, G Cheng Engineering Failure Analysis 129, 105689, 2021 | 20 | 2021 |
Investigating high rail side wear in urban transit track through numerical simulation and field monitoring S Wang, Y Qian, Q Feng, F Guo, D Rizos, X Luo Wear 470, 203643, 2021 | 20 | 2021 |
地表超载作用下盾构隧道劣化机理与特性 黄大维, 周顺华, 赖国泉, 冯青松, 刘林芽 岩土工程学报 39 (7), 1173-1181, 2017 | 18 | 2017 |
Enhanced vibration suppression using diatomic acoustic metamaterial with negative stiffness mechanism Y Liu, J Yang, X Yi, W Guo, Q Feng, D Chronopoulos Engineering Structures 271, 114939, 2022 | 17 | 2022 |
高速铁路路基-地基系统振动响应分析 冯青松, 雷晓燕, 练松良 铁道科学与工程学报 7 (1), 1-6, 2010 | 16 | 2010 |
Experimental study on the characteristics of train-induced vibration in a new structure of metro depot Y Chen, Q Feng, Q Liu, J Jiang Environmental Science and Pollution Research 28, 41407-41422, 2021 | 15 | 2021 |
双振源激励下地铁车辆段上盖建筑物振动特性 冯青松, 王子玉, 刘全民, 罗信伟, 李纪阳 交通运输工程学报 19 (4), 59-69, 2019 | 15 | 2019 |
Influence of the seam between slab and CA mortar of CRTSII ballastless track on vibration characteristics of vehicle-track system Q Feng, H Chao, X Lei Procedia engineering 199, 2543-2548, 2017 | 15 | 2017 |
无缝线路稳定性分析有限元模型 冯青松, 宗德明, 雷晓燕 中国铁道科学 26 (1), 7-14, 2005 | 15 | 2005 |
Vertical wheel-rail force waveform identification using wavenumber domain method Q Liu, X Lei, JG Rose, HP Chen, Q Feng, X Luo Mechanical Systems and Signal Processing 159, 107784, 2021 | 14 | 2021 |