》》2010/09-2013/06 重庆交通大学，桥梁与隧道工程，硕士

》》2013/09-2018/12 中南大学，桥梁与隧道工程，博士

》》2017/02-2018/8  美国纽约州立大学布法罗分校，土木工程，联合培养

1.Xuhui He, Kang Shi,Teng Wu. An integrated structural health monitoring system for the Xijiang high-speed railway arch bridge. Smart Structures Systems, 2018, 21(5):611-621.

2.Xuhui He, Kang Shi,Teng Wu,Yunfeng Zou, Hanfeng Wang, Hongxi Qin. Aerodynamic performance of a novel wind barrier for train-bridge system. Wind and Structures,2016,23(3):171-189.

3.Xuhui He, Kang Shi,Teng Wu. An efficient analysis framework for high-speed train-bridge coupled vibration under nonstationary winds. Structure and Infrastructure Engineering. 2020, 16(9): 1326-1346.

4.K.Shi, X.Q.Mo, H.Xu, Z.L.Wang, X.S. Hu, Y.B. Yang. Furthering extraction of torsional–flexural frequencies for thin-wall beams from the rocking motion of a two-wheel test vehicle, Thin-walled Structures, 2022(175): 109224.

5.K. Shi, X.S. Hu, X.Q. Mo, H. Xu, Z.L. Wang, W.R. Ma, Y.B. Yang. Theory for computing vehicle-rail contact responses from a multi-DOF test vehicle and detecting track modulus and rail damages, Applied Mathematical Modelling, 2023, 121: 403-429.

6.K.Shi, X.H. He, Y.F. Zou, Z. Zheng. An efficient non-iterative hybrid method for analyzing train–rail–bridge interaction problems, International Journal of Structural Stability and Dynamics, 2020, 21(02): 2150029.

7.K. Shi, X.Q.Mo, H.Y. Wang, S.Y. Gao, Y.B. Yang, Analytical analysis of dynamic response of beam excited by a moving vehicle with general boundary condition, International Journal of Mechanical Sciences, 2023.

8.K. Shi, S.Y. Gao, Y.B. Yang, Frequency identification for bridge with general boundary condition by using a moving test vehicle, Journal of Sound and Vibration, 2023.

9.Y.B. Yang, K. Shi*, X.Q. Mo, Z.L. Wang, H. Xu, Y.T. Wu. Internal instability of thin-walled beams under harmonic moving loads, Thin-walled Structures, 2022, 174(11): 109123.

10.Y.B. Yang, X.Q. Mo, K. Shi*, Z.L. Wang, H. Xu, Y.T. Wu. Scanning torsional-flexural frequencies of thin-walled box girders with rough surface from vehicles’ residual contact response: Theoretical study, Thin-walled Structures, 2021, 169(1): 108332.

11.Y.B. Yang, K. Shi*, Z.L. Wang, H. Xu, Y.T. Wu. Theoretical study on a dual-beam model for detection of track/bridge frequencies and track modulus by a moving vehicle, Engineering Structures, 2021, 244(10): 112726.

12.Y.B. Yang, X.S. Hu, K. Shi*, X.Q. Mo, B. Zhang, Z.L. Wang, H. Xu. Damage detection for constituents of track-bridge systems from driving component of vehicle-rail contact response, Engineering Structures, 2022, 259(12): 114143.

1.Kang Shi, Xuhui He, Teng Wu. An efficient analysis framework for high-speed train-bridge coupled vibration under nonstationary track irregularities and winds. The international forum on high-speed railway, IFHR2017, Changsha, Dec 16-19 2017.

2.Xu-hui He, Kang Shi, Teng Wu. An integrated structural health monitoring system for the Xijiang high-speed railway arch bridge. Advances in Structural Engineering and Mechanics(ASEM17)，Ilsan(Seoul), August 28-September 1, 2017.

3.Xuhui He, Kang Shi, Hongxi Qin, Yunfeng Zou. Health monitoring system for the high-speed railway x-arch bridge based on cloud computing. The 14th International Symposium on Structural Engineering, 12-14 October, 2016, Beijing China.

非平稳风激励下列车-轨道-桥梁系统随机振动理论分析与应用