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[41]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.
[42]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.
[43]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.
[44]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.
[45]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.
[46]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.
[47]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.
[48]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.
[49]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.
[50]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.
[51]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.
[52]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.
[53]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.
[54]杨孟刚, 陈政清. 两节点曲线索单元精细分析的非线性有限元法[J]. 工程力学, 2003, 20(1):42-47.
[55]杨孟刚, 陈政清, 乔建东. 大跨度悬索桥架设参数的迭代算法研究[J]. 长沙铁道学院学报, 2001, 19(2):1-5.
[56]杨孟刚, 文永奎, 陈政清. 混凝土箱梁的水化热温度监测及裂缝控制[J]. 长沙铁道学院学报, 2001, 19(3):40-44.
[57]杨孟刚, 陈政清. 32m双线铁路简支箱梁管道摩阻试验研究[J]. 铁道标准设计, 2001, 11:3-4.
[58]杨孟刚, 陈政清. 新型拱桥施工合龙段的设置[J]. 铁道标准设计, 2001, 8:21-21.
total58 3/3
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