Personal Information

Mr. Dongliang Meng is a postdoctoral fellow in the School of Civil Engineering, Central South University (co-supervisor: Prof. Xuhui He). He was selected into the " Postdoctoral Innovation Talents Support Program" by Ministry of Human Resources and Social Security of the People's Republic of China.

Educational Background

2017/09-2022/06 Central South University, School of Civil Engineering, Civil Engineering, Doctor.

2019/11-2021/10 The University of Auckland, Department of Civil and Environmental Engineering, Civil Engineering, Joint Ph.D. student.

2015/09-2017/06 Central South University, School of Civil Engineering, Civil Engineering, Master (successive postgraduate and doctoral programs of study).

2011/09-2015/06 Hefei University of Technology, College of Civil Engineering, Civil Engineering, Bachelor.

Work Experience

2022/10-Now Cental South University, School of Civil Engineering, Postdoctor

Research Projects

[1] China Postdoctoral Science Foundation (2023M733970): Research on the damage mechanism and analysis model of high-speed railway bridge piers under earthquake-induced impact at pier top, 80,000, 2023-2024, leader: Dongliang Meng.

Publications

[1] Meng DL, Hu ST, Yang MG*, Hu RK, He XH. Experimental evaluation of the seismic isolation effectiveness of friction pendulum bearings in bridges considering transverse poundings[J]. Soil Dynamics and Earthquake Engineering, 2023, 170: 107926.

[2] Meng DL, Yang MG*, Sun TY, He XH, Chouw N. Seismic-induced poundings in highway and high-speed railway bridges: a state-of-the-art review[J]. Structure and Infrastructure Engineering, 2023: 1-15. DOI: 10.1080/15732479.2023.2230554

[3] Hu ST, Meng DL, Hu RK, Yang MG*. A Combined Viscous-Steel Damping System (CVSDS) for longitudinal vibration mitigation of a long-span railway suspension bridge[J]. Journal of Earthquake Engineering, 2023, 27(5): 1261-1280.

[4] Hu ST, Meng DL, Yang MG*, Hu RK. Parametric optimization of the Eddy current dampers applied to a suspension bridge considering bi-directional earthquakes[J]. Journal of Vibration and Control, 2023. DOI: 10775463231161456.

[5] Hu ST, Yang MG, Meng DL*, Hu RK. Damping performance of the degraded fluid viscous damper due to oil leakage[J]. Structures, 2023, 48: 1609-1619.

[6] Meng DL, Hu ST, Yang MG*, Hu RK. Experimental and numerical study on the consequence of seismic-induced transversal poundings for a simply-supported bridge[J]. Structures, 2023, 48: 91-107.

[7] Hu ST, Hu RK, Yang MG, Meng DL*. Influence of the deteriorated anti-seismic devices on seismic performance and device behavior of continuous girder bridges[J]. Earthquakes and Structures, 2023, 24(5): 333-343.

[8] Meng DL, Yang MG*, Yang Ziqi, Chouw N. Effect of earthquake-induced transverse poundings on a 32 m span railway bridge isolated by friction pendulum bearings [J]. Engineering Structures, 2022, 251: 113538.

[9] Zhu Y, Meng DL*, Zhang Y, Hussein H, He S. Long-term performance of a continuous box-girder bridge constructed using precast segments with wet ultra-high-performance concrete (UHPC) joints [J]. Case Studies in Construction Materials, 2022, 17: 01285.

[10] Meng DL, Liu Q, Yang MG*, Yang ZQ. Seismic vulnerability of simply-supported bridges considering link-slabs in the continuous deck and pounding [J]. Structure and Infrastructure Engineering, 2022. DOI: 10.1080/15732479. 2022.2033279.

[11] Yang ZQ, Meng DL*, Chouw N. Effect of pier height and support flexibility on seismic response of bridges including poundings [J]. Advances in Structural Engineering, 2022, 25(7):1449-1468.

[12] Gao Q, Yang MG, Meng DL*. Seismic optimization of high-speed railway bridges considering the running safety of trains in normal service [J]. Structure and Infrastructure Engineering, 2021. DOI: 10.1080/15732479. 2021.2023587.

[13] Meng DL, Chen SZ, Yang MG*, Hu ST. Effects of shear keys and track system on the behavior of simply-supported bridges for high-speed trains subjected to transverse earthquake excitations [J]. Advances in Structural Engineering, 2021, 24(12): 2607-2621.

[14] Yang ZQ, Kun C, Meng DL*, Chouw N. Influence of transient and partial footing separation on the seismic response of skewed bridges with soil support [J]. International Journal of Structural Stability and Dynamics, 2021, 21(09): 2150132.

[15] Chen SZ, Yang MG, Meng DL*, Hu ST. Theoretical solution for multi-span continuous cable structures considering sliding [J]. International Journal of Solids and Structures, 2020, 207: 42-54.

[16] Yang MG, Meng DL*, Gao Q, Zhu Y, Hu ST. Experimental study on transverse pounding reduction of a high-speed railway simply-supported girder bridge using rubber bumpers subjected to earthquake excitations [J]. Engineering Structures, 2019, 196: 109290.

[17] Zhang Y, Zhu YP*, Yeseta M, Meng DL, Shao XD. Flexural behaviors and capacity prediction on damaged reinforcement concrete (RC) bridge deck strengthened by ultra-high performance concrete (UHPC) layer[J]. Construction and Building Materials, 2019, 215: 347-359.

[18] 杨孟刚, 李滨宏, 孟栋梁*. 墩顶水平冲击作用下承插式桥墩动力响应研究[J/OL].铁道科学与工程学报. DOI:10.19713/j.cnki.43-1423/u.T20222218.

[19] 杨孟刚, 万航航, 孟栋梁*. 墩顶水平冲击作用后钢筋混凝土桥墩剩余承载力研究. 永利娱高ylg060net学报(自然科学版), 录用.

[20] 杨孟刚*, 孟栋梁, 卫康华. 高铁简支梁桥横向地震碰撞效应及减震研究[J]. 西南交通大学学报, 2020, 55(1): 100-108.

[21] 孟栋梁, 杨孟刚*, 费凡. 碰撞对高铁简支桥梁横向地震响应影响的振动台试验研究[J]. 工程力学, 2019, 36(8): 161-170.

[22] 孟栋梁, 高琼, 杨孟刚*. 高铁简支梁桥横向地震碰撞效应振动台试验研究[J]. 振动与冲击, 2019, 38(24): 63-73.

[23] 杨孟刚*, 孟栋梁, 戴良缘. 考虑轨道约束的高铁简支梁桥横向地震碰撞效应[J]. 永利娱高ylg060net学报(自然科学版), 2018, 49(4): 916-924.

Contact

Email：mengdl@csu.edu.cn