ENGLISH

何雄君

发布时间:2011-10-25 09:02:00

  姓 名:何雄君

  性 别:男

  出生年月:1965.09

  职称/职务:教授博导

  学位/学历:博士

  邮 箱:hxjwhut@163.com

  个人简历:

  何雄君:男,湖北蕲春人,1965年9月生,武汉理工大学交通学院教授,博士,博士生指导教师。宾夕法尼亚州州立大学访问学者。1982.9~1986.7 河海大学工程力学专业,获学士学位;1986.9~1989.6 河海大学结构工程专业,获硕士学位; 1999.9~2003.6武汉理工大学获博士学位(同济大学博士后)。

  1989.6~1993.5湖北省交通规划设计院助工、工程师。1993.5~1997.7 武汉交通科技大学(现武汉理工大学)土建系讲师;1997.7~2003.11武汉理工大学交通学院副教授;2003.11至今 武汉理工大学交通学院教授。1998.9~1999.1 参加ESEC学习,获得优异成绩,并被评为优秀班长。曾被评为校科技先进工作者,1998年遴选为湖北省跨世纪学术骨干。

  在国内外核心刊物(包括Journal of Bridge Engineering(ASCE),中国公路学报, 工程力学等)上发表论文90余篇,其中多篇被EI、SCI收录。发明专利3项,软件著作权3项。编著《桥梁结构实用电算》(科学出版社,1996)、《现代预应力建筑结构》(武汉大学音像出版社)各一部。

  主持国家自然科学基金、武汉市青年科技晨光计划项目、湖北省自然科学基金、湖北交通科教项目、交通运输部行业联合攻关等项目多项。

  研究方向:

  (1)桥梁结构耐久性设计与安全评估

  (2)(复合材料)组合结构桥梁

  (3)桥梁快速施工

  主讲课程:

  先后为本科生主讲:《桥梁工程》、《桥梁施工技术》、《专业英语》;先后为硕、博士生主讲:《桥梁故障诊断与技术改造》、《桥梁结构分析》、《桥梁抗风与抗震》、《桥梁全寿命设计理论》、《高等桥梁结构理论》、《桥梁概念设计》。

  代表论文:

  [1]代力,何雄君,杨文瑞,王江. 带工作裂缝GFRP筋混凝土梁抗弯性能受环境影响试验研究[J]. 武汉理工大学学报(交通科学与工程版), 2015, 39(4):755-758

  [2]代力,何雄君,杨文瑞,何有为,王江. 混凝土碱环境中GFRP筋耐久性能试验研究[J].玻璃钢/复合材料, 2015, (8):75-79

  [3]代力, 何雄君, 杨文瑞,王江. 持续荷载作用下混凝土梁中GFRP筋抗拉性能试验研究[J].工业建筑

  [4]Wen-rui Yang, Xiong-jun He, Li Dai. Fracture Performance of GFRP Bars Embedded in Concrete Beams with Cracks in an Alkaline Environment. Journal of Composites for Construction. (SCI收录)

  [5]杨文瑞,何雄君,代力. 工作裂缝对GFRP筋混凝土梁粘结耐久性影响研究[J]. 长安大学学报(自然科学版). (EI检索)

  [6]邓育林,雷凡,何雄君. 地震作用下大跨斜拉桥主桥与多联引桥伸缩缝处连锁碰撞效应研究[J]. 土木工程学报,2015,02:87-95(EI收录)

  [7]杨竟南, 何雄君. 水深对桥梁地震效应的影响分析[J]. 武汉理工大学学报(交通科学与工程版), 2015, 39(4):759-762

  [8]章恒,何雄君,杨俊峰,汪涛. 山区桥梁绿色施工综合评价系统研究[J]. 武汉理工大学学报(交通科学与工程版), 2015, 39(3):621-624

  [9]高兴赞,何雄君,秦清波,尹栋佳,陈宇坤. 大型高墩通航渡槽墩身二级设防水准地震响应分析[J].铁道建筑, 2015,5:38-42

  [10]Wen-rui Yang, Xiong-jun He, Li Dai. Shear Performance of GFRP Bars Embedded in Concrete Beams with Crack in Different Environments. The 12th International Symposium on Fiber Reinforced Polymers for Reinforced Concrete Structures (FRPRCS-12) & The 5th Asia-Pacific Conference on Fiber Reinforced Polymers in Structures (APFIS-2015) Joint Conference, 14-16 December 2015, Nanjing, China

  [11]Xia Zhao, Xiong-Jun He. High-Toughness and Durability Performance Characterization of Concrete Reinforced with Polyvinyl Alcohol Fibers. Materials Express,2014,4(3):247-252(SCI收录)

  [12]Xia Zhao, Xiong-Jun He, Sheng Yan. Computational and Simulation analysis of Pull-out Fiber Reinforced Concrete. Advances in Materials Science and Engineering. 2014(1):1-7 (SCI收录)

  [13]Xia Zhao?, Xiong-Jun He. Enhancement of the durability characteristics of concrete reinforcement with micro-scale polyvinyl alcohol fibers. Journal of Advanced Microscopy Research,2014(8):1–4 (EI收录)

  [14]HengqianZhao,Xiongjun He. The development and innovation of modern suspension bridge in China. Applied Mechanics and Materials. 2014,587-589:1435-1438(EI收录)

  [15]王江,何雄君,李梁. 高寒地区桥面GFRP筋-沥青混凝土铺装层结构温度应力分析. 武汉理工大学学报(交通科学与工程版),2014,38(3):594-598

  [16]Dongjia Yin, Xiongjun He, Dequan You, Bingkai Liu. Influence of tensioning stress to web cracking of rigid frame bridge in cantilever construction. Advanced Materials Research,2014,919-921:560-563(EI收录)

  [17]Li Dai, Xiongjun He, Feng Shen. A Effective Solution Method Based on Bayesian Rule for Prediction of Long-term Tensile Strength of GFRP Bars in Concrete Beams. Advanced Materials Research, 2014, 936: 1468-1472[International Conference on Materials Science and Engineering Technology (MSET 2014)] (EI收录)

  [18]Xiaoxin Feng,Xiongjun He, Zhuhua Yang. Study on the anti-cracking of GFRP bars asphalt concrete bridge deck pavement under the vehicle load. Advanced Materials Research. Vols.919-921(2014)pp 1173-1177

  [19]代力,何雄君,杨文瑞.考虑初始裂缝的GFRP筋混凝土梁受弯性能试验. 武汉理工大学学报, 2014,36(9):85-89

  [20]Xiongjun He,Yan Huang. A basic computation model of added mass on ship section with Green function. Applied Mechanics and Materials,Vols. 556-562(2014)pp 3678-3681(EI收录)

  [21]Wen-rui Yang, Xiong-jun He, Kai Zhang, Peng Zhang. Effect of the special environments on bond behavior of CFRP anchor. The 4th International Conference on Green Building, Materials and Civil Engineering(GBMCE2014) , HONG KONG, 21-22 AUGUST 2014.

  [22]杨文瑞, 何雄君.CFRP锚杆与环氧树脂的耐久性试验研究. 武汉理工大学学报,2014,36(11):93-96

  [23]邓育林,雷凡,何雄君. 承台结构形式变化对大跨斜拉桥抗震性能的影响分析. 武汉理工大学学报(交通科学与工程版),2013(4):839-842

  [24]邓育林,雷凡,何雄君. 纵向地震作用下大跨三塔悬索桥伸缩缝处双边碰撞效应研究. 2013: 126-130.

  [25]何雄君. 桥梁夜景观与文化景观设计方法研究. 交通科技,2013:55-56.

  [26]HE Xiong-jun,YANG Jing-nan,Charles E. Bakis. Tensile strength characteristics of GFRP bars in concrete beams with work cracks under sustained loading and severe environments. Journal of Wuhan University of Technology (materials science edition) ,2013,28(5):934-937(SCI收录)

  [27]YANG Jing-nan, HE Xiong-jun. Parallel cellular element method in soil-rock mechanics. Applied Mechanics and Materials,2013(EI收录)

  [28]Yin Dongjia, He Xiongjun. Characteristics of Force Transmission of the Junction for Steel-prestressed Concrete Composite Continuous Beam Bridges with Three Spans. Applied Mechanics and Materials,2013(EI收录)

  [29]Yan Sheng, He Xiongjun. The training system based the virtual traffic scene on pedestrians’ safety. Applied Mechanics and Materials,2013(EI收录)

  [30]丁威, 何雄君. 钢-预应力砼混合连续箱梁桥钢箱长度参数研究. 武汉理工大学学报,2012(3):554-557. ISBN1006-2823

  [31]沈强南,邵吉林,何雄君. 三跨钢—混混合连续梁桥结合段传力性能研究. 桥梁建设,2012,42(3):70-74 ISBN1003-4722.

  [32]Yang jinnan,He Xiongjun. Externally Prestressed Steel Box Girder Bridge. Applied mechanics and materials, 2012, 178-181:2209-2212(EI收录)

  [33]Wang Yonghong, He Xiongjun. Influence of Cracked Size of Old Concrete Pavement on Asphalt Overlay Stress. Advanced materials research, 2012, 446-449(EI收录)

  [34]Xiong-jun HE, Ping ZHOU, Ji-lin SHAO, jiu-si LIU. Appraisement Method of Integral Rigidity of Navigation Channel Bridges Based on Ambient Vibration Signals. PROCEEDINGS OF THE FIRST INTERNATIONAL CONFERENCE ON TRANSPORTATION INFORMATION AND SAFETY, Published by the American Society of Civil Engineers,2011: 2797-2803(EI收录)

  [35]YulinDeng Xiongjun He. Effect of Pounding at Expansion Joints on Seismic Response of Long-Span Suspension Bridge under Strong Earthquakes. Advanced Materials Research Vols. 163-167 (2011) : 4373-4377 (ISTP收录)

  [36]Xiongjun He, Nguyen Phan Anh, Jiusi Liu. Modeling Method of Analysis of Complicated Bridge Structures Based on Design Drawings. Advanced Materials Research,2011: 243-249 : 6131-6137(EI收录)

  [37]邓育林, 何雄君. 行波效应对大跨多塔悬索桥地震反应的影响分析. 武汉理工大学学报(交通科学与工程版),2011,35(3):443-447

  [38]X.J He and P.A Nguyen. Prediction of Service Life of Pre-stressed Concrete Bridge by Fault Tree Analysis Model. International Conference on Industrial Engineering and Engineering Management, Macau, China, 2010: 2379 - 2383(EI收录)

  [39]YulinDeng Xiongjun He. Seismic Vulnerability Analysis of Long-span Multi- tower Suspension Bridge. 2010 International Conference on Computational and Information Sciences

  [40]戴万江,何雄君,毛昌庆. FRP筋混凝土粘结滑移有限元分析. 交通科技,2010(2):78-81

  [41]何雄君,周迅等.钢芯FRP束预应力混凝土梁受力性能研究.公路交通科技,2010,27(2):71-74

  [42]Anurag Jaipuriar, Charles E. Bakis, Xiongjun He. Glassy-Rubbery Transition Behavior of Epoxy Resins Used in FRP Structural Strengthening Systems. CICE 2010 - The 5th International Conference on FRP Composites in Civil Engineering, Beijing, China, September 27-29, 2010

  [43]何雄君,陆爱民. 预应力混凝土桥梁因钢束锈蚀的非线性分析. 公路交通科 技, 2010,27(1):58-61. ISSN 1002-0268

  [44]Xiong-jun HE,Li-chu Fan. 3D Coordinating Relations between Steel Cables and Concrete of Prestressed Concrete Beam Bridges,Journal of Bridge Engineering, ASCE,2009,(7):279-285(SCI收录)

  科研项目:

  (1)甘肃省交通运输厅科技项目:高震区黄河不通航河道大跨结合梁斜拉桥建

  造关键技术研究。项目批准号:甘交技术[2016]74号

  (2)国家自然科学基金项目:混凝土梁中GFRP筋抗拉强度演化机理研究。项目 批准号:51178361

  (3)交通运输部行业联合科技攻关项目:高墩大跨桥梁美学设计的理论与方法研究。项目批准号:2008353342900

  (4)浙江省交通运输厅科技计划项目:钢-预应力砼组合连续箱梁桥在平原区通航河道应用研究。

  (5)武汉二七长江大桥三塔大跨度结合梁斜拉桥施工关键技术

  (6)恩施至来凤高速公路第1合同段高洞子大桥、石板溪大桥及天桥河大桥施工监控研究

  学术兼职:

  湖北省公路学会理事,《交通信息与安全》编委

  获奖情况:

  (1)武汉市青年科技晨光计划项目“大跨节段施工预应力混凝土梁桥配束自动化机理研究”,武汉市科技进步三等奖

  (2)湖北省交通科技项目“大跨高桩承台深水墩连续梁桥关键技术研究”,中国公路学会科学技术奖三等奖

  (3)交通运输部行业联合攻关项目“高墩大跨桥梁美学设计的理论与方法研究”,湖北省公路学会二等奖

  (4)“结构设计课程教学改革及电化教学方案研究”,湖北省优秀教学成果二等奖