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[41]杨孟刚, 费凡, 彭定成. 考虑轨道系统的高速铁路连续梁桥结构系统参数对纵向地震响应的影响[J]. 铁道科学与工程学报,2019, 16(1):8-15.
[42]陈千书,黄文龙,杨孟刚. 大翼缘宽箱梁矮塔斜拉桥施工阶段剪力滞效应分析[J]. 铁道科学与工程学报,2018,15(12):3158-3164.
[43]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]. 中南大学学报(自然科学版), 2018, 49(4): 916-924.
[44]Qiong Gao, Meng-Gang Yang, Jian-Dong Qiao. A multi-parameter optimization technique for prestressed concrete cable-stayed bridges considering prestress in girder[J]. Structural Engineering and Mechanics, 2017, 64(5): 567-577.
[45]杨孟刚,黄文龙,卫康华. 塔墩梁固结矮塔斜拉桥合龙顶推力的简化计算方法[J]. 桥梁建设, 2017, 47(3):71-76.
[46]彭定成,杨孟刚,孟栋梁. 三塔四跨单索面大翼缘矮塔斜拉桥塔墩梁固结区域局部应力分析[J]. 铁道科学与工程学报,2017,14(7):1465-1472.
[47]卫康华,罗浩,杨孟刚. 塔墩梁固结的三塔四跨矮塔斜拉桥成桥状态力学参数研究[J]. 铁道科学与工程学报,2017,14(5):988-996.
[48]Meng-Gang Yang, C.S. Cai. Longitudinal vibration control for a suspension bridge subjected to vehicle braking forces and earthquake excitations based on magnetorheological dampers[J]. Journal of Vibration and Control, 2016, 22(17):3659-3678.
[49]杨孟刚,周卫卫,乔建东. 基于限位索的简支梁桥地震防碰研究[J]. 地震工程与工程振动,2015, 35(5):99-104.
[50]Meng-Gang Yang, C.S. Cai, Yong Chen. Creep performance of concrete-filled steel tubular (CFST) columns and applications to a CFST arch bridge[J]. Steel and Composite Structures, 2015, 19(1):111-129.
[51]Meng-Gang Yang, Chun-Sheng Cai, Biao Wei. A combined control strategy for vibration mitigations of a suspension bridge induced by vehicle braking force[J]. The Baltic Journal of Road and Bridge Engineering, 2015, 10(2):118-125.
[52]杨孟刚,舒高华,乔建东. 基于MR 阻尼器的纵飘桥梁车辆制动力和地震作用下的混合控制[J]. 土木工程学报,2014,47(S1):142-147.
[53]杨孟刚,潘增光,乔建东,魏标. 高速铁路列车制动力对简支梁桥地震碰撞效应影响研究[J]. 振动与冲击,2014,33(15): 167-173.
[54]Meng-Gang Yang, Chun-yang Li, Zhen-Qing Chen. A new simple non-linear hysteretic model for MR damper and verification of seismic response reduction experiment[J]. Engineering Structures,2013, 52:434-445.
[55]Meng-Gang Yang, Zhu-Qing Yang. Longitudinal Vibration Control of Floating System Bridge Subject to Vehicle Braking Force with Viscous Dampers[J]. Advanced Materials Research, 2012, 446-449: 1256-1260.
[56]Meng-Gang Yang, Kui Ouyang. Seismic control research of longitudinal floating bridge based on MR damper[J]. Applied Mechanics and Materials, 2012, 117-119: 201-205.
[57]Menggang Yang, Zhuqing Yang. Investigation concerning vibration reduction of self-anchored suspension bridge under vehicle braking forces[J]. Advanced Materials Research, 2011, 163-167: 2689-2692.
[58]Meng-Gang Yang, Zhen-Qing Chen, Xu-Gang Hua. An experimental study on using MR damper to mitigate longitudinal seismic response of a suspension bridge[J]. Soil Dynamics and Earthquake Engineering, 2011, 31(8): 1171-1181.
[59]M-G Yang, Z-Q Chen, X-G Hua. A new two-node catenary cable element for the geometrically non-linear analysis of cable-supported structures[J]. Proceedings of the Institution of Mechanical Engineers Part C-Journal of Mechanical Engineering Science, 2010, 224(6): 1173-1183.
[60]杨孟刚,陈政清. 磁流变阻尼器力学性能及减震试验研究[J]. 中南大学学报(自然科学版), 2010, 41(6): 2327-2333.
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