中南大学 Menggang Yang

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[61]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.
[62]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.
[63]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.
[64]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.
[65]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.
[66]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.
[67]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.
[68]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.
[69]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.
[70]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.
[71]杨孟刚，陈国阳. 大跨度独塔自锚式悬索桥减震措施[J]. 铁道科学与工程学报, 2010, 7(3): 16-19.
[72]杨孟刚，陈庚. 大跨度曲线刚构桥预应力设置对扭矩的影响[J]. 桥梁建设, 2010, 3: 15-18.
[73]杨孟刚，曹志光. 初应力对大跨度钢管混凝土拱桥极限承载力的影响[J]. 铁道科学与工程学报, 2010, 7(4): 6-10.
[74]Menggang YANG, Zhenqing CHEN, Jianhua HU. Investigations Concerning seismic response control of a self-anchored suspension bridge with MR dampers[C]. Frontiers of Architecture and Civil Engineering in China, 2008, 2(1): 43-48.
[75]M.G. Yang, Z.Q. Chen. Investigation on using MR dampers to mitigate seismic responses for self-anchored suspension bridges[C]. Structural Condition Assessment, Monitoring and Improvement II, Changsha, 2007.
[76]杨孟刚, 陈政清.自锚式悬索桥磁流变阻尼器减震控制研究[J]. 土木工程学报, 2006, 39(11):84-89.
[77]杨孟刚, 陈政清.自锚式悬索桥施工过程模拟分析[J]. 湖南大学学报（自然科学版）, 2006，33(2): 26-30.
[78]杨孟刚, 胡建华，陈政清. 独塔自锚式悬索桥地震响应分析[J]. 中南大学学报（自然科学版）, 2005, 36(1):133-137.
[79]杨孟刚, 胡建华，陈政清.基于UL列式的悬索桥施工过程模拟分析[J]. 湖南科技大学学报（自然科学版）, 2004, 19(3):58-62.
[80]杨孟刚, 陈政清. 基于UL列式的两节点悬链线索元非线性有限元分析[J]. 土木工程学报, 2003, 36(8):63-68.

total85 4/5

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