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[21]Dongliang Meng, Qi Liu, Menggang Yang, Ziqi Yang. Seismic vulnerability of simply-supported bridges considering link-slabs in the continuous deck and pounding[J]. Structure and Infrastructure Engineering, 2023, 19(10): 1459-1477.
[22]Qiong Gao, Menggang Yang, Dongliang Meng. Seismic optimization of high-speed railway bridges considering the running safety of trains in normal service[J]. Structure and Infrastructure Engineering, 2023, 19(9): 1283-1298.
[23]Tao Wang, Shangtao Hu, Menggang Yang, Shujun Fang. A technique for capturing structural crack geometry in numerical simulation based on the invariant level set method[J]. Structural Engineering and Mechanics, 2023, 87(3): 243-254.
[24]Shangtao Hu, Renkang Hu, Menggang Yang, Tao Wang. Seismic behavior of the combined viscous-steel damping system for a long-span suspension bridge considering wave-passage effect[J]. Journal of Bridge Engineering, 2023, 28(7): 04023034.
[25]Dongliang Meng, Shangtao Hu, Menggang Yang, Renkang Hu, Xuhui He. 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.
[26]Shangtao Hu, Renkang Hu, Menggang Yang, Dongliang Meng. 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.
[27]Shangtao Hu, Dongliang Meng, Renkang Hu, Menggang Yang. 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.
[28]胡尚韬, 李新, 杨孟刚, 郑娜. 粘滞-软钢阻尼器组合系统的协同减震性能研究[J]. 土木工程学报, 2023, 56(4): 51-60.
[29]杨孟刚, 栗梦成, 胡尚韬. 考虑地震滑冲效应的高铁简支梁桥横向减震体系研究[J]. 振动与冲击, 2023, 42(7): 312-320.
[30]Shangtao Hu, Menggang Yang, Dongliang Meng, Renkang Hu. Damping performance of the degraded fluid viscous damper due to oil leakage[J]. Structures, 2023, 48: 1609-1619.
[31]Dongliang Meng, Shangtao Hu, Menggang Yang, Renkang Hu. Experimental and numerical study on the consequence of seismic-induced transversal poundings for a simply-supported bridge[J]. Structures, 2023, 48: 91-107.
[32]陈诗再，杨孟刚. 滑移索结构分析的精确三维有限元法[J]. 工程力学, 2023, 40(2): 135-144+189.
[33]Renkang Hu, Shangtao Hu, Xiaoyu Zhang, Menggang Yang and Na Zheng. Innovative simulation method of the spherical steel bearing applied to high-speed railway bridges[J]. Structural Engineering and Mechanics, 2023, 85(2): 265-274.
[34]Renkang Hu, Shangtao Hu, Menggang Yang and Yu Zhang. Metallic Yielding Dampers and Fluid Viscous Dampers for Vibration Control in Civil Engineering: A Review[J]. International Journal of Structural Stability and Dynamics. 2022, 22(16): 2230006.
[35]胡尚韬, 胡仁康, 杨孟刚, 李新. 锁定黏滞阻尼器组合系统及其减震效果验证[J]. 中南大学学报(自然科学版), 2022, 53(6): 2167-2175.
[36]Menggang Yang, Shizai Chen and Shangtao Hu. Nonlinear finite element formulation for sliding cable structures considering frictional, thermal and pulley-dimension effects[J]. Structural Engineering and Mechanics, 2022, 82(2): 205-224.
[37]杨孟刚, 胡尚韬, 胡仁康, 陈政清. 新型黏滞软钢阻尼器组合系统的概念设计与仿真验证[J]. 中南大学学报(自然科学版), 2022, 53(2): 547-559.
[38]Dongliang Meng, Menggang Yang, Ziqi Yang, Nawawi Chouw. Effect of earthquake-induced transverse poundings on a 32 m span railway bridge isolated by friction pendulum bearings[J]. Engineering Structures，2022, 251：113538.
[39]Dongliang Meng, Shizai Chen, Menggang Yang, Shangtao Hu. 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.
[40]陈诗再，杨孟刚. 考虑摩擦的滑移索结构理论计算方法[J]. 工程力学, 2021, 38(2): 92-100.
total85 2/5
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