师资队伍

袁鹏

时间:2025-06-06浏览:18

1.          Yuan, P., Michael Beer, C.S. Cai, Guoji Xu. Partitioned modeling and non-iterative heterogeneous method for a novel 3D vehicle-track-bridge system with wheel-rail random contact. Under review

2.          Deming Zhu, Yuan, P.*, and You Dong. Numerical and experimental exploration of the dynamic performance of box girder bridges under extreme waves. Under review

3.          Yuan, P., Yi Luo, Michael Beer. Generalized probability density global evolution method for 3D train-track-bridge partitioned system with high-dimensional uncertain wheel-rail contact. Under review

4.          Peng Yuan, Ka-Veng Yuen*, Michael Beer, C.S. Cai, Wangji Yan A non-iterative partitioned computational method with the energy conservation property for time-variant dynamic systems. Mechanical Systems and Signal Processing. 209 (2024): 111105.

5.          Yuan, P., Adhikari, S., & Dong, Y. A partitioned combined computational method for multi‐scale dynamic systems. International Journal for Numerical Methods in Engineering. 2023: 124(16) 3494-3523.

6.          Yuan, P., Dong, Y., Feng, R.*, Frangopol, D. M. Towards probabilistic seismic performance of vehicle‐bridge interaction systems: From stochastic dynamic model to fragility analysis. Earthquake Engineering & Structural Dynamics. 2023: 52(1) 88-110.

7.          Liu, W., Ye, T., Yuan, P.*, Beer, M., Tong, X. An explicit integration method with third-order accuracy for linear and nonlinear dynamic systems. Engineering & Structures, 2023: 274, 115013.

8.          Liu, K., Yuan, P*. Zhang, H. Liu K, Zhang H, Yuan P, et al. Theoretical Solution for Stress and Strain Distributions Induced by Generalized Elastic Constant Variation in Rock Mass[J]. International Journal of Geomechanics, 2023, 23(9): 04023154.

9.          Kai Liu, Guocai Wang, Yuan, P*, and Huijian Zhang. Case Study: Slope Stability Assessment Considering 3D Nonlinear Shear Strength. KSCE Journal of Civil Engineering, 2023, 23(9): 04023154.

10.        An, L., Li, D., Yuan, P.*, & Chen, P. An Analytical Algorithm for Determining Optimal Thin-Walled Hollow Pier Configuration with Sunlight Temperature Differences. Buildings, 2023:13(5), 1208.

11.        Yuan, P., Cai, C. S., Liu, K.*, Wang, X., & Ke, L. Dynamic performance-based assessment for tied-arch bridges subjected to heavy multi-axial tractor-trailers. Structure and Infrastructure Engineering, 2022:1-15.

12.        Yuan P., Dong, Y.*. High-efficient decoupling method for coupling systems with multiple subdomains and time steps. Mechanical Systems and Signal Processing. 2022: 163-15.

13.        Xu, G., Jin, Y., Yuan, P.*, Xue, S., Wang, J. Hydrodynamic shape optimization of an auxiliary structure proposed for circular bridge pier based on a developed adaptive surrogate model. Ocean Engineering, 2022: 259, 111869.

14.        Yuan P., Zhu D. M.*, Dong Y., Xu G. J. Response-based bridge deck limit state considering component-level failure under extreme wave. Marine structure. 2021:83.10318.

15.        Yuan P, Zhu D. M., Dong Y.*. Spatial failure mechanism of coastal bridges under extreme waves using high-efficient pseudo-fluid-structure interaction solution scheme. Ocean Engineering. 2021:240 109894.

16.        Yuan P., Xiao L. F.*, Wang X. J., Xu* G. J. Failure Mechanism of Corroded RC Beams Strengthened at Shear and Bending Positions. Engineering & Structures, 2021: 240 11282.

17.        Yuan P., Li D. J., Cai C.S.*, Xu G. J. A Novel Decoupling Dynamic Method with Third-order Accuracy and Controllable Dissipation. Computers & Structures. 2021: 249:44-56.

18.        Yuan P., Li, D., Cai, C. S., Xu, G. Time integration method with high accuracy and efficiency for structural dynamic analysis. Journal of Engineering Mechanics(ASCE), 2019:145(3), 04019008.

19.        Yuan P., Li D. J., Cai C.S., Xu G. J. A novel method for determining the spatial responses of a cable-stayed bridge with four cable-planes. Engineering & Structures, 2019: 180 223–233.

20.        Yuan P., Li D. J., Cai C.S., Xu G. J. An efficient decoupling dynamic algorithm for coupled multi-spring-systems. Computers & Structures. 2018: 209:44-56.

21.        Yuan P., Xu G. J., Chen J., Cai C.S. Framework of Practical Performance Evaluation and Concept of Interface Design for Bridge Deck–Wave Interaction. Journal of Bridge Engineering(ASCE), 2018: 23(7)

22.        Wang, J., Xu, G., Yuan, P.*, Li, Y., & Kareem, A. (2024). An efficient and versatile Kriging-based active learning method for structural reliability analysis. Reliability Engineering & System Safety, 241, 109670.

23.        Wang, X., Cai, C.S.*, Yuan, P., Xu, G., Sun, C.*. An efficient and accurate DSRFG method via nonuniform energy spectra discretization. Engineering & Structures. 2024:298,117014

24.        Wei Liu, Long Tang, Yuan, P.*, C.S. Cai, Michael Beer, Xiaolong Tong. An efficient and accurate explicit integration method for solving the nonlinear maglev vehicle-bridge dynamic system. Engineering & Structures. 2023:274,115013

25.        Xu, G., Ji, C., Wei, H., Wang, J., Yuan, P. A novel ensemble model using artificial neural network for predicting wave-induced forces on coastal bridge decks. Engineering with Computers, 2022: 1-24

26.        Ke, L., Li, Y., Chen, Z., Feng, Z., Yan, B., Zhu, F., Yuan, P. Effect of microstructure on fatigue crack growth behavior of surface-and middle-layer materials of thick high-strength bridge steel plates. Fatigue & Fracture of Engineering Materials & Structures.2023:46(2),485-500

27.        Zhu, D. M. Li, Y. H., Dong, Y.*, Yuan P. Long-term loss assessment of coastal bridges from hurricanes incorporating overturning failure mode. Advances in Bridge Engineering. 2021: 2-10.

28.        Wang P. T., Yuan P., Saeid S.*, Babak S. Surface stress size dependency in nonlinear free oscillations of FGM quadi-3D nanoplates having arbitrary shapes with variable thickness using IGA. Thin-Walled Structures. 2021: 166-1

29.        Zhu D. M., Yuan P., Dong* Y. Probabilistic performance of Coastal Bridges under Hurricane Waves using Experimental and 3D Numerical Investigations. Engineering & Structures, 2021: 242-1.

30.        Wang P. T., Yuan P., Saeid S*, Babak S. Size-dependent nonlinear harmonically soft excited oscillations of nonlocal strain gradient FGM composite truncated conical microshells with magnetostrictive facesheets. Mechanics Based Design of Structures and Machines. 2021: 1-27.

31.        An L. P., Li D. J, Yu P., Yuan P. Numerical analysis of dynamic response of vehicle-bridge coupled system on long-span continuous girder bridge[J]. Theoretical and applied mechanics letters 2016: 6 (4):186-194.

32.        安里鹏,李德建,陈鹏,袁鹏. 基于实测日照温差的空心薄壁高墩线形解析算法[J]. 应用力学学报,2016,33(5):878-885.

33.        安里鹏,李德建,胡立华,袁鹏. 高速公路大跨度连续梁桥车桥耦合动力响应与参数影响分析[J]. 应用力学学报,2015(6):942-949.

34.        安里鹏,李德建,王元礼,袁鹏. 基于CFD方法的高墩大跨箱梁桥静风力系数参数影响研究[J]. 应用力学学报,2016,33(1):143-149.

35.        袁鹏,李德建,陆尧,李传习. 四索面钢箱梁斜拉桥合理施工状态确定方法[J]. 长安大学学报(自然科学版),2017,37(05):49-55.

36.        袁鹏,李德建,陆尧, 李传习. 复杂轨道高程误差下钢箱梁滑移受力敏感性研究[J]. 铁道科学与工程学报,2016,13(12):2434-2440.

37.        张玉平,罗超云,谭立心,袁鹏. 嘉绍大桥斜拉桥边跨合龙段钢箱梁吊装的分析[J]. 土木建筑与环境工程,2016,38(S1):75-80.

38.        袁鹏,李德建,李传习,袁鹏. 四索面钢箱梁斜拉桥合理成桥状态下的空间受力研究[J]. 桥梁建设,2016,46(01):47-52.

39.        李传习,袁鹏,罗超云,张玉平. 嘉绍大桥架设钢箱梁局部受力的不利阶段及其效应分析[J]. 中外公路,2014,34(1):117-120.

40.        李传习,袁鹏,罗超云,张玉平. 嘉绍大桥钢箱梁施工过程中局部稳定及强度分析[J]. 公路交通科技,2014,31(2):47-53.

41.        张玉平,袁鹏,罗超云,李传习,谭立心. 嘉绍大桥钢箱梁施工过程中局部稳定及强度分析[J]. 公路交通科技,2014,31(02):47-53.


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