Minghang Li, Meng Ma, Zhonglei Cao, Qian Xia, Weining Liu (2021). Dynamic response analysis of train-induced vibration impact on the Probhutaratna pagoda in Beijing. Earthquake Engineering and Engineering Vibration.DOI
Ruihua Liang, Weifeng Liu, W Liu, Meng Ma, Weining Liu, Weining Liu (2020). An efficient model for predicting the train-induced ground-borne vibration and uncertainty quantification based on Bayesian neural network. Journal of Sound and Vibration.DOI
Xiangyu Qu, Meng Ma, Weining Liu, Linfeng Li (2020). Dynamic Response Analysis of the Subway Station Under Moving Train Loads. Lecture notes in civil engineering.DOI
Xiangyu Qu, Meng Ma, Minghang Li, Yanmei Cao, Weining Liu (2019). Analysis of the Vibration Mitigation Characteristics of the Ballasted Ladder Track with Elastic Elements. Sustainability, Vol. 110, No. 230.DOI
Meng Ma, Bolong Jiang, Jian Hui Gao, Weining Liu (2019). Experimental study on attenuation zone of soil-periodic piles system. Soil Dynamics and Earthquake Engineering.DOI
Linfeng Li, Weifeng Liu, Weifeng Liu, Meng Ma, Guoqing Jing, Weining Liu, Weining Liu (2019). Research on the dynamic behaviour of the railway ballast assembly subject to the low loading condition based on a tridimensional DEM-FDM coupled approach. Construction and Building Materials.DOI
Bolong Jiang, Meng Ma, Minghang Li, Weining Liu, Teng Li (2019). Experimental study of the vibration characteristics of the floating slab track in metro turnout zones. Proceedings of the Institution of Mechanical Engineers Part F Journal of Rail and Rapid Transit.DOI
Weifeng Liu, Linlin Du, Ma Longxiang, Weining Liu (2018). Study on Dynamic Response of Curved Track Subjected to Harmonic Loads Based on Periodic Structure Theory. ICRT 2017.DOI
Weifeng Liu, Linlin Du, Weining Liu, David Thompson (2018). Dynamic response of a curved railway track subjected to harmonic loads based on the periodic structure theory. Proceedings of the Institution of Mechanical Engineers Part F Journal of Rail and Rapid Transit.DOI
Jialiang Chen, Weining Liu, Weifeng Liu (2017). Experimental Study on Vibration Decay Rate Characteristics and Improvement for Beijing Metro. Springer eBooks.DOI
Hao Jin, Shunhua Zhou, Weining Liu (2017). Optimization of vibration reduction of the rubber floating-slab tracks. Journal of Vibroengineering.DOI
Linlin Du, Weining Liu, Weifeng Liu, Ma Longxiang (2017). Study on Dynamic Characteristics of a Curved Track Subjected to Harmonic Moving Loads. Procedia Engineering.DOI
Ma Longxiang, Weining Liu (2016). A numerical train–floating slab track coupling model based on the periodic-Fourier-modal method. Proceedings of the Institution of Mechanical Engineers Part F Journal of Rail and Rapid Transit.DOI
Meng Ma, FangQiu SUN, WeiFeng LIU, Weining Liu, Xiaojing Sun (2016). Overview on current research of environmental vibration influence induced by urban mass transit in China. Scientia Sinica Technologica.DOI
Meng Ma, Weining Liu, Yulu Li, Weifeng Liu (2016). An experimental study of vibration reduction of a ballasted ladder track. Proceedings of the Institution of Mechanical Engineers Part F Journal of Rail and Rapid Transit.DOI
Meng Ma, Weining Liu, Chunyu Qian, Guohua Deng, Yudong Li (2015). Study of the train-induced vibration impact on a historic Bell Tower above two spatially overlapping metro lines. Soil Dynamics and Earthquake Engineering.DOI
Hao Jin, Weining Liu, Shunhua Zhou (2015). An experiment to assess vibration reduction ability of the rubber floating-slab tracks with different supporting forms. Journal of Vibroengineering.DOI
Linlin Du, Weining Liu (2015). Study on wheel-rail interaction based on rail roughness. Vibroengineering PROCEDIA.DOI
Hao Jin, Weining Liu, Shunhua Zhou (2015). Optimization of Vibration Reduction Ability of Ladder Tracks by FEM Coupled with ACO. Shock and Vibration.DOI
Hao Jin, Weining Liu, Shunhua Zhou, Christoph Adam (2015). Biobjective Optimization of Vibration Performance of Steel-Spring Floating Slab Tracks by Four-Pole Parameter Method Coupled with Ant Colony Optimization. Mathematical Problems in Engineering.DOI
Meng Ma, Weining Liu, Ning Sun, Wenbin Wang (2014). Reasons and laws of ground vibration amplification induced by vertical dynamic load. Journal of Central South University.DOI
Hougui Zhang, Weining Liu, Weifeng Liu, Zongzhen Wu (2014). Study on the cause and treatment of rail corrugation for Beijing metro. Wear.DOI
Kefei Li, Weining Liu, Zhiwei Han, Zongzhen Wu (2014). Dynamic displacement response of track subjected to a load moving at a variable speed. Proceedings of the Institution of Mechanical Engineers Part F Journal of Rail and Rapid Transit.DOI
Kefei Li, Weining Liu, Valeri L. Markine, Zhiwei Han (2013). Analytical study on the dynamic displacement response of a curved track subjected to moving loads. Journal of Zhejiang University. Science A.DOI
Weining Liu (2013). Optimization of laddertype track using ant colony algorithm coupled with LS-DYNA. Zhendong yu chongji.
Ziquan Yan, Aijun Gu, Weining Liu, Valeri L. Markine, Qinghuai Liang (2012). Effects of wheelset vibration on initiation and evolution of rail short-pitch corrugation. Journal of Central South University.DOI
Xinggao Li, Weining Liu (2012). Reply of discussion of ‘Study on the action of the active earth pressure by variational limit equilibrium method’. International Journal for Numerical and Analytical Methods in Geomechanics.DOI
Weining Liu (2012). Vibration reduction optimization of ladder track based on an ant colony algorithm. Journal of Central South University(Science and Technology).
Weining Liu (2012). Research on vibration reduction characteristics of the ladder track with power flow method. Dizhen gongcheng yu gongcheng zhendong.
Meng Ma, Valeri L. Markine, Weining Liu, Yuan Wang Yang, Feng Zhang (2011). Metro train-induced vibrations on historic buildings in Chengdu, China. Journal of Zhejiang University. Science A.DOI
Deyun Ding, Weining Liu, Kefei Li, Xiaojing Sun, Weifeng Liu (2011). Low frequency vibration tests on a floating slab track in an underground laboratory. Journal of Zhejiang University. Science A.DOI
Deyun Ding, Xiuren Yang, Weidong Lu, Weining Liu, Mei Yan (2011). Deformation analysis on underground ventilation adit of metro station due to large diameter shield tunneling. International Conference on Electric Technology and Civil Engineering.DOI
Weining Liu (2011). Research on water inrush mechanism induced by karst tunnel face with high risk. Rock and Soil Mechanics.
Deyun Ding, Weining Liu, Shashank Gupta, Geert Lombaert, Geert Degrande (2010). Prediction of vibrations from underground trains on Beijing metro line 15. Journal of Central South University of Technology.DOI
Deyun Ding, Shashank Gupta, Weining Liu, Geert Lombaert, Geert Degrande (2010). Prediction of vibrations induced by trains on line 8 of Beijing metro. Journal of Zhejiang University. Science A.DOI
Weining Liu (2008). METRO-INDUCED GROUND VIBRATIONS AND THEIR IMPACTS ON PRECISION INSTRUMENT. Chinese journal of rock mechanics and engineering.
Weining Liu (2008). Reply to the discussion on"study on the indeterminacy of the earth pressure on rigid retaining walls". Chinese Journal of Geotechnical Engineering.
Weining Liu (2008). Dynamic Analysis of A Beam on Elastic Foundation Through the Floquet Transformation Method. Journal of Beijing Jiaotong University.
Xinggao Li, Weining Liu (2007). STUDY ON THE PASSIVE EARTH PRESSURE BY VARIATIONAL LIMIT EQUILIBRIUM METHOD. Engineering Mechanics.
Weining Liu (2007). PROBABILISTIC ANALYSIS OF TUNNELING-INDUCED DIFFERENTIAL SETTLEMENT OF A PILE-SUPPORTED URBAN OVERPASS. Chinese journal of rock mechanics and engineering.
Weining Liu (2007). Study on the indeterminacy of the earth pressure on rigid retaining walls. Chinese Journal of Geotechnical Engineering.
Weining Liu (2007). Testing and Analysis of Metro-Induced Ground Vibrations Response near Beijing Metro Line 1. Journal of Beijing Jiaotong University.
Weining Liu (2004). Study of the Possibility of Sand Liquefaction of the Immersed Tube Tunnel Under Train Vibratioin. Journal of the China Railway Society.
Weining Liu (2004). Study on Integral Stability of Immersed Tube Base under High-speed Train Vibratory Load. Zhongguo tiedao kexue.