Running safety assessment of a train traversing a three-tower cable-stayed bridge under spatially varying ground motionOA
Running safety assessment of a train traversing a three-tower cable-stayed bridge under spatially varying ground motion
Wei Gong;Zhihui Zhu;Yu Liu;Ruitao Liu;Yongjiu Tang;Lizhong Jiang
Shool of Civil Engineering, Central South University, Changsha 410075, ChinaShool of Civil Engineering, Central South University, Changsha 410075, ChinaNational Engineering Laboratory for High-Speed Railway Construction, Changsha 410075, ChinaShool of Civil Engineering, Central South University, Changsha 410075, ChinaShool of Civil Engineering, Central South University, Changsha 410075, ChinaShool of Civil Engineering, Central South University, Changsha 410075, China
EarthquakeSpatially varying ground motionLong-span bridgesNonlinear wheel–rail contactRunning safety
EarthquakeSpatially varying ground motionLong-span bridgesNonlinear wheel–rail contactRunning safety
《现代交通学报（英文版）》 2020 (2)
184-198,15
Acknowledgements This work was supported by the National Nat-ural Science Foundation of China (Grant No. 51678576)the National Key R&D Program of China (Grant No. 2017YFB1201204) China Railway Corporation R&D Project (Grant No. 2015G001-G)and the Fundamental Research Funds for the Central Universities of Central South University (Grant No. 2018zzts031).