教师姓名:杨孟刚
职称:教授
职务:桥梁工程系主任
教师拼音名称:yangmenggang
性别:男
所在单位:土木工程学院
学历:博士研究生毕业
入职时间:1996-07-01
学位:博士学位
毕业院校:中南大学
在职信息:在职
学科:土木工程

杨孟刚,中南大学教授、博士生导师,美国路易斯安那州立大学访问学者。现任中南大学土木工程学院桥梁工程系主任,中国铁道学会桥梁委员会委员,中国钢结构协会韧性结构及功能部件分会副理事,湖南省公路学会桥隧专委会副主任委员,湖南省铁道学会理事。长期从事桥梁工程的教学与科研工作,主要研究方向为桥梁抗震与减震控制、大跨度桥梁结构几何非线性等。目前已主持国家自然科学基金项目4项,主持中国铁路总公司重点课题1项,主持横向科研课题30余项。获国家科技进步二等奖1项、湖南省科技进步一等奖3项、教育部提名国家自然科学二等奖1项、河南省科技进步三等奖1项和茅以升科研专项奖励;出版专著2本,参编教材2部,参编规范和标准2部,获发明专利6项、软件著作权2项;公开发表学术论文80多篇,其中SCI/EI收录60余篇。

›国家自然科学基金面上项目:大跨度纵飘桥梁水平双向复合型减振震系统协同工作机理和优化设计研究(编号:52278232),54万,2023.01-2026.12 (主持)
›滨海强风场区高速铁路大跨度矮塔斜拉桥施工关键技术研究,150万,2024.6-2026.12(主持)
›珠肇高铁螺洲溪大桥和荷麻溪特大桥施工监控,157.56万,2024.4-2026.12(主持)
›小半径多跨连续钢箱梁整体顶推及高位落梁施工关键技术研究,45万,2023.4-2024.10(主持)
›沪渝蓉高铁桥梁施工监控与检算,40.5万,2022.4-2023.4 (主持)
›国家自然科学基金面上项目:基于碰撞时变行为的高速铁路桥梁抗震协同工作机理和优化策略研究(编号:51978667),60万,2020.01-2023.12 (主持)
›中国铁路总公司科技开发计划重点课题:大跨度铁路桥梁纵向减振/震的速度型与位移型阻尼器组合系统研究(编号:N2018G070),80万,2018.12-2020.12 (主持)
›潍莱铁路大跨径桥梁施工监控,148万,2018.6-2019.12 (主持)
›国家自然科学基金面上项目:地震下连续梁桥支座与侧向挡块摩擦行为的时空演变及耦合机理(编号:51778635),60万,2018.01-2021.12 (参加,排名第2)
›国家自然科学基金面上项目:强震作用下高速铁路桥梁碰撞机理、碰撞全过程及防碰控制研究(编号:51378504),80万,2014.01-2017.12 (主持)
›104国道温州西过境瓯江特大桥主桥(140+225+120)m斜拉桥施工监控,195.8万,2015.9-2017.8 (主持)
›国家自然科学青年基金:基于推倒分析的连续梁桥地震位移需求的简化预计理论研究(编号:51308549),25万,2014.01-2016.12 (参加,排名第2)
›国家自然科学青年基金:基于MR阻尼器的纵飘桥梁被动减振—半主动减震控制研究(编号:50908231),20万,2010.01-2012.12 (主持)
›国家自然科学基金面上项目:强风作用下轻轨车-汽车-公轨两用桥时变系统的动力响应机理及行车安全性舒适性研究(编号:51078356),38万,2011.01-2013.12(参加,排名第2)
›沪昆客运专线上饶沪昆立交特大桥(70+125+70)m连续梁和紫阳大道立交特大桥(40+64+40)m连续梁施工监控,60万,2011.1-2011.12 (主持)
›湘桂铁路扩改工程GTXG-1标段大跨度预应力连续梁桥施工控制系统研究,50万,2010.9-2011.7 (主持)
›津秦铁路客运专线工程下坞蓟运河特大桥(80+128+80)m连续梁桥施工监控,22万,2010.4-2010.12 (主持)
›石武客专(河南段)SWZQ-1标4座(40+64+40)m连续梁桥线形监控,50万,2009.7-2010.2 (主持)
›吉茶高速团结3号桥曲梁受力性能分析与研究,7.2万,2008.3-2008.9 (主持)
›国家自然科学基金面上项目:斜拉桥拉索风雨振现场观测与半主动控制研究(编号:50178013),20万,2002.01-2004.12 (参加)
›国家自然科学基金重大项目:大型复杂结构的关键科学问题及设计理论研究(编号:59895410),2000.01-2003.12 (参加)

›Tianyue Sun, Dongliang Meng, Menggang Yang, Tao Wang, Wenqiang Peng, Shangtao Hu. Evaluation of impact models for analyzing bridge columns subjected to impact loading at the top [J]. Structures, 2026, 87: 111718.
›Tao Wang, Menggang Yang, Dongliang Meng, Shangtao Hu, Wenqiang Peng, Tianyue Sun. Numerical simulation of the propagation of multiple cracks in structures under tensioncompression based on the modified XFEM[J]. Engineering Analysis with Boundary Elements, 2026, 186: 106702.
›Tianyue Sun, Dongliang Meng, Menggang Yang, Tao Wang, Wenqiang Peng, Shangtao Hu. Experimental and theoretical study on the dynamic responses of bridge columns under impact at the top[J]. Soil Dynamics and Earthquake Engineering, 2026, 204:110217.
›Shangtao Hu, Menggang Yang, Hongjie Zhang, Dongliang Meng, Xin Li. Numerical and experimental study of a suspension bridge with combined viscous-steel damping system under train and seismic loads[J]. Structure and Infrastructure Engineering, 2026, 22(3): 456-469.
›Menggang Yang, Renkang Hu, Dongliang Meng, Shangtao Hu, Wenqiang Peng, Qiong Gao. Theoretical, numerical, and experimental study on a novel Combined Viscous-Steel Damping System for structural vibration control[J]. Soil Dynamics and Earthquake Engineering, 2026, 200: 109741.
›杨孟刚,张宏杰,郑鹏飞,胡尚韬. 地震作用下黏滞-软钢阻尼器组合系统动力性能研究[J]. 中南大学学报(自然科学版), 2025, 56(3): 1140-1152.
›Dongliang Meng, Menggang Yang, Tianyue Sun, Xuhui He, Nawawi Chouw. Seismic-induced poundings in highway and high-speed railway bridges: a state-of-the-art review[J]. Structure and Infrastructure Engineering, 2025, 21(4): 628-642.
›Dongliang Meng, Wenqiang Peng, Menggang Yang, Renkang Hu, Shangtao Hu. Experimental and numerical study on precast socket columns due to impact at the column top[J]. Structures, 2025, 73: 108454. (SCI)
›孟栋梁,胡仁康,杨孟刚,何旭辉. 墩顶撞击作用下高铁桥墩动力行为研究[J]. 土木工程学报, 2024, 27(12): 54-67.
›Shangtao Hu, Renkang Hu, Menggang Yang, Dongliang Meng, Akira Igarashi. Numerical and experimental study on the damping performance of the fluid viscous damper considering the gap effect[J]. Journal of Vibration and Control, 2024, 30(21-22): 4946-4963.
›杨孟刚,张宇,孟栋梁,胡尚韬. 顶部水平撞击作用下钢墩柱等效碰撞力研究[J]. 振动与冲击, 2024, 43(20): 35-44.
›Tao Wang, Shangtao Hu, Menggang Yang, Dongliang Meng. Numerical method for predicting the nucleation and propagation of multiple cracks based on the modified extended finite element method[J], Theoretical and Applied Fracture Mechanics, 2024, 133: 104568.
›Renkang Hu, Menggang Yang, Dongliang Meng, Raffaele Cucuzza, Marco Domaneschi. Robustness investigation of Horizontal Bidirectional Hybrid Damping System applied to long-span bridges under near-fault pulse-like earthquakes[J]. Soil Dynamics and Earthquake Engineering, 2024, 184: 108803.
›杨孟刚,曹恺悦,李新,胡尚韬. 考虑泄漏和温度效应的黏滞阻尼器性能演变研究[J]. 振动与冲击, 2024, 43(8): 169-177.
›Menggang Yang, Renkang Hu, Dongliang Meng, Hongjie Zhang. A novel Horizontal Bidirectional Hybrid Damping System (HBHDS) for multi-level vibration control of long-span bridges: A theoretical study[J]. Engineering Structures, 2024, 305: 117693.
›Shangtao Hu, Dongliang Meng, Menggang Yang, Renkang Hu. Parametric optimization of the Eddy current dampers applied to a suspension bridge considering bi-directional earthquakes[J]. Journal of Vibration and Control, 2024, 30(5-6):1275-1285.
›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[J]. 中南大学学报(自然科学版), 2023, 54(12): 4793-4805.
›Renkang Hu, Shangtao Hu, Menggang Yang, Dongliang Meng. Experimental study on the coordinated behavior of the Combined Viscous-Steel Damping System (CVSDS) for multi-level seismic mitigation[J]. Structures, 2023, 57: 105344.
›Shangtao Hu, Renkang Hu, Menggang Yang, and Tao Wang. Seismic performance of the combined viscous-steel damping system suffering from oil leakage[J]. Journal of Vibration and Control, 2023, 29(21-22):4885-4895.
›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]. 铁道科学与工程学报,2023, 20(11):4221-4232.
›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.
›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.
›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.
›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.
›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.
›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.
›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.
›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.
›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.
›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.
›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.
›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.
›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.
›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.
›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.
›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.
›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.
›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.
›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.
›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.
›Shizai Chen, Menggang Yang, Dongliang Meng, Shangtao Hu. Theoretical solution for multi-span continuous cable structures considering sliding[J]. International Journal of Solids and Structures, 2020, 207:42-54.
›渠述锋,孟栋梁,杨孟刚. 考虑桥墩实测刚度的墩梁固结桥梁合龙顶推力调整简化算法[J]. 铁道科学与工程学报,2020, 17(11):2864-2872.
›王祥国,邓博,杨孟刚. 考虑施工阶段的高铁系杆拱桥吊杆张拉优化研究[J]. 铁道科学与工程学报,2020, 17(4):808-814.
›王祥国,彭一凡,杨孟刚. 高铁简支钢管拱桥拱座大体积混凝土水化热及温控措施研究[J]. 铁道科学与工程学报,2020, 17(3):549-555.
›杨孟刚 ,孟栋梁 ,卫康华 ,乔建东. 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.
›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.
›Menggang Yang,Dongliang Meng,Qiong Gao,Yanpin Zhu,Shangtao Hu. 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.
›杨孟刚,王传坤,乔建东. 高速铁路连续梁桥横向地震碰撞效应及挡块间隙研究[J]. 中南大学学报(自然科学版), 2019, 50(9): 2252-2263.
›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):161-170,181.
›王传坤, 杨孟刚. 基于摩擦摆支座的高铁连续梁桥减隔震研究[J]. 铁道科学与工程学报, 2019, 16(3): 564-572.
›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.
›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.
›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.
›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.
›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.
›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.
›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.
›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.
›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.
›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.
›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.
›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.
›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.
›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.
›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.
›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.
›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.
›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.
›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.
›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.
›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.
›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.
›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.
›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.
›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.
›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.
›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.
›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.
›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.
›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.
›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.
›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.
›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.
›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.
›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.

›杨孟刚,胡仁康,胡尚韬. 桥梁及其水平双向减振震支座与减振震方法. ZL202111230325.5,发明专利
›杨孟刚,胡尚韬,李新. 速度锁定软钢阻尼器以及包含该阻尼器的大跨度桥梁. ZL202010651092.5,发明专利
›杨孟刚,胡尚韬,李新. 粘滞阻尼系统以及包含该系统的桥梁与桥梁减震方法. ZL202010651703.6,发明专利
›赵国堂,王文熙,杨孟刚,胡尚韬,陈政清. 大跨度桥梁纵向减振震的速度型与位移型阻尼器组合系统. ZL202010427736.2,发明专利
›杨孟刚,孟栋梁,胡尚韬,高琼. 桥梁碰撞试验碰撞力测试的面-面测力装置,ZL201910027031.9,发明专利
›杨孟刚,费凡,孟栋梁,高琼. 桥梁横向地震碰撞试验装置,ZL201920052224.5,实用新型专利
›杨孟刚. 悬索桥施工过程分析系统软件V1.0 [简称:LSBA软件],2007SR01035






›陈政清, 胡建华, 杨进, 王修勇, 高宗余, 华旭刚, 万田保, 杨孟刚, 何旭辉, 廖建宏. 柔性桥梁非线性设计和风致振动与控制的关键技术. 国家科技进步二等奖, 2007.
›陈明宪, 胡建华, 李瑜, 陈宝春, 颜东煌, 赵跃宇, 张辉, 张劲泉, 向建军, 杨孟刚, 邵旭东, 蔡志伟. 钢管混凝土拱桥设计、施工及养护关键技术研究. 湖南省科技进步一等奖,2008.
›胡建华, 向建军, 高荣堂, 王修勇, 沈锐利, 叶梅新, 李传习, 林灼杰, 张贵明, 李建中, 杨孟刚, 刘志文. 大跨度自锚式悬索桥设计理论与关键技术研究. 湖南省科技进步一等奖, 2007.
›陈政清, 胡建华, 王修勇, 黄方林, 何旭辉, 杨孟刚, 禹见达, 伏晓宁, 蒋自雄,黄志辉, 廖建宏, 王建辉. 斜拉桥拉索风雨振机理与振动控制技术研究. 湖南省科技进步一等奖, 2006.
›陈政清, 倪一清, 王修勇, 高赞明, 华旭刚, 杨孟刚, 黄方林, 何旭辉. 柔性工程结构非线性行为与控制的研究. 教育部自然科学二等奖, 2006.
›赵泽平, 乔建东, 陈亮, 张超, 杨孟刚, 何旭辉, 闫雁飞. 漯阜铁路改建工程既有桥梁承载能力评定及加固措施试验与研究. 河南省科技进步三等奖, 2005.
›茅以升铁路教育--科研奖

›国家科技进步二等奖1项,湖南省科技进步一等奖3项,教育部提名国家自然科学二等奖1项,河南省科技进步三等奖1项,茅以升科研专项奖

专业:桥梁工程
专业:桥梁与隧道工程
专业:桥梁与隧道工程
专业:土木工程

长沙铁道学院桥梁工程系 › 助教
中南大学桥梁工程系 › 讲师
中南大学桥梁工程系 › 副教授
中南大学桥梁工程系 › 教授