个人简介

教育经历 Education Background 2006.32010.4大连理工大学桥梁与隧道工程博士 2003.92005.12大连理工大学建筑材料硕士 1999.92003.6大连理工大学土木工程学士 1996.91999.6大连102中学 工作经历 Work Experience 2016.1至今大连理工大学土木工程学院副教授 2012.62015.12大连理工大学土木工程学院讲师 2010.52012.5大连理工大学工程力学系博士后 专利 科研奖励 辽宁省优秀工程勘察设计二等奖 大连市科学技术奖励 华夏建设科学技术奖 辽宁自然科学学术成果三等奖 大连市自然科学优秀学术论文三等奖 辽宁省自然科学学术成果二等奖 其他奖励 大连市优秀工程设计二等奖 （2016年） 2013年校教学质量优良奖 （2014年） 2013年度校级考核优秀 （2014年） 2011年校教学质量优良奖 （2012年） 青年教师讲课大赛二等奖 （2011年） 全国高等学校土木工程专业多媒体课件竞赛 （2010年） 一种埋入式钢锚箱 一种斜拉-拱桥体系的桥梁设计方法 一种桥梁减震的变速质量阻尼器系统 一种墩顶增设钢盖梁拓宽桥梁的结构 一种埋入式钢锚箱 分布开裂式无缝伸缩缝 著作成果 现代桥梁施工技术与管理 科研项目 海上锚碇基础失效机理研究, 国务院其他部门, 2011/01/01-2012/05/31, 完成 混凝土箱梁拓宽工程中新型钢-混凝土组合结构破坏机理研究, 省、市、自治区科技项目, 2013/01/01-2016/01/18, 完成 采用钢悬臂拓宽混凝土箱梁的新型组合结构破坏机理及优化设计研究, 国家自然科学基金项目, 2013/09/25-2016/12/31, 完成 星海国际展览中心配套设施B区风洞试验, 企事业单位委托科技项目, 2018/12/06-2019/03/31, 进行 大藤峡水利枢纽工程坝下交通桥工程施工补充协议(桥梁监控及荷载试验), 企事业单位委托科技项目, 2018/11/20-2019/12/31, 进行 太原市天龙山区域防火旅游通道工程桥梁健康监测咨询, 企事业单位委托科技项目, 2018/10/30-2020/10/30, 进行

研究领域

混凝土材料性能与耐久性 桥梁设计理论与维修加固

桥梁结构设计理论与维修加固

近期论文

查看导师最新文章 （温馨提示：请注意重名现象，建议点开原文通过作者单位确认）

[1]杨莹莹,王骞,谭岩斌,朱巍志,葛浩军.某钢管混凝土拱桥的振动舒适性评价及加固方案研究[J],武汉理工大学学报（交通科学与工程版）,2019,43(4):779-783,790 [2]混凝土箱梁钢悬臂拓宽法试验研究与数值模拟[J],土木工程与管理学报,2018,35(5) [3]李泽涛,王骞,冀雅婉,王晓梦,郭佳茵.混凝土箱梁钢悬臂拓宽法试验研究与数值模拟[J],土木工程与管理学报,2018,35(5):128-133 [4]王骞.DYNAMIC ANALYSIS AND REINFORCEMENT DESIGN OF CHANG QING BRIDGE[A],China-Canada Symposium on Structural and Earthquake Engineering,2017 [5]王骞.桥梁振动舒适性评价方法及算例[A],第二届全国桥梁结构健康与安全技术交流会,2017 [6]王骞.Experimental Research on the Early Age Cracking Resistance of Basalt Fiber Reinforced Concrete and Basalt Fiber Reinforced Steel Concrete[A],2017 [7]Design and Construction of a Highway Double-Deck Suspension Bridge,Transportation Researc Record,2016,2573 [8]Wang, Qian,Tan, Yonggang,Lian, Lian,Wang, Huili.Design and Construction of a Highway Double-Deck Suspension Bridge[J],TRANSPORTATION RESEARCH RECORD,2016,2573(2573):125-133 [9]Design of Steel Cantilever Used in Concrete Box Girder Bridge Winding[C],The 8th International Symposium on Steel Bridges,2015 [10]Wang, Qian,Qiu, Wenliang,Zhang, Zhe.Torsion strength of single-box multi-cell concrete box girder subjected to combined action of shear and torsion[J],STRUCTURAL ENGINEERING AND MECHANICS,2015,55(5):953-964 [11]王骞,邱文亮,张哲.Torsion Strength of Single-box Multi-cell Concrete Box Girder Subjected to Combined Action of Shear and Torsion[J],Structural Engineering and Mechanics,2015 [12]王骞.Structural Optimization of Steel Cantilever Used in Concrete Box Girder Widening[J],2015,1(1) [13]梁式桥拓宽方法及其应用,北方交通,2015 [14]李泽涛,王骞.梁式桥拓宽方法及其应用[J],北方交通,2015,2:9-14,17 [15]王骞,张哲.Design of steel cantilever used in concrete box girder bridge widening[A],The 8th Internatiional symposiun on steel bridge,2015 [16]王骞,邱文亮,徐胜利.Structural Optimization of Steel Cantilever Used in Concrete Box Girder Widening[J],Mathematical Problems in Engineering,2015,1(1):1-14 [17]王骞,张哲.梁桥加固中遇到的若干问题及解决方案[A],第二十一届全国桥梁学术会议,2014,1061-1067 [18]耿铁锁,张哲,宋向群,王骞.星海湾跨海大桥主桥锚碇设计[A],第二十一届全国桥梁学术会议,2014,81-84 [19]星海湾跨海大桥主桥锚碇设计,第二十一届全国桥梁学术会议论文集（上册）,2014 [20]梁桥加固中遇到的若干问题及解决方案[C],第二十一届全国桥梁学术会议论文集(下册),2014 [21]王斌,檀永刚,王骞.海上锚碇的静力分析[A],大工桥梁学科三十年学术研讨会,2014,281-284 [22]王骞,张哲.梁桥加固中遇到的若干问题及解决方案[J],广西科技大学学报,2014,25(1):123-127 [23]海上锚碇的静力分析[J],2013,35(3) [24]王斌,檀永刚,王骞.海上锚碇的静力分析[J],武汉理工大学学报,2013,35(3):107-110 [25]SCWCBM中钢悬臂优化设计,大连理工大学学报,2013,53(2) [26]王骞,邱文亮,张哲,张雪莉.SCWCBM中钢悬臂优化设计[J],大连理工大学学报,2013,53(2):227-233 [27]檀永刚,王骞.Study on Error Adjustment of Self-Anchored Suspension Bridges in Construction[A],The 4th International Conference of European Asian Civil Engineering Forum,2013,95-100 [28]Contact Stress Analysis of Steel Concrete Box Girder Widened by Orthotropic Steel Cantilever[C],The 10th International Conference on Civil and Environmental Engineering,2011 [29]Caisson Foundation Design for Offshore Anchorage[C],4th International Conference on Technology of Architecture and Sructures,2011 [30]Wang, Qian,Tan, Yong Gang,Geng, Tie Suo.Caisson Foundation Design for Offshore Anchorage[A],4th International Conference on Technology of Architecture and Structure(ICTAS 2011),2011,368-373:1491-1494 [31]Research on the Creep Material Nonlinearity of UEA Expansive Concrete[C],2011 International Conference on Civil Engineeing and Building Materials,2011 [32]王骞,张哲.Orthotropic Steel Cantilever Widening Method of Concrete Box Girder[J],Structural Engineering International,2011,21(2):228-232 [33]Wang, Qian,Zhang, Zhe.Orthotropic Steel Cantilever Widening Method of Concrete Box Girder[J],STRUCTURAL ENGINEERING INTERNATIONAL,2011,21(2):228-232 [34]Study on the Delayed Ettringite Formation in Massive Shrinkage Compensation Concrete with U-type Expansive Agent[J],Key Engineering Materials,2011,477(477) [35]A new widening method of reinforced concrete box girder and its experimental research,2011 [36]Wang, Qian,Shi, Lei,Zhang, Zhe.A New Widening Method of Reinforced Concrete Box Girder and its Experimental Research[A],International Conference on Structures and Building Materials,2011,163-167:3724-3729 [37]王骞,张哲.Research on the Creep Material Nonlinearity of UEA Expansive Concrete[J],Advanced Materials Research,2011,261(1):89-92 [38]王骞,檀永刚,耿铁锁.Caisson Foundation Design for Offshore Anchorage[J],Advanced Materials Research,2011,370(1):1491-1494 [39]王骞,张哲.A New Widening Method of Reinforced Concrete Box Girder and its Experimental Research[J],Advanced Materials Research,2011,166(1):3724-3729 [40]王骞,张哲.Model Test Study on a Single Diagonal-span Arch Bridge with Curved Beam[J],Applied Mechanics and Materials,2011,44(1):2031-2035 [41]王骞,张哲.Study on the Delayed Ettringite Formation in Massive Shrinkage Compensation Concrete with U-type Expansive Agent[J],Key Engineering Materials,2011,477(1):340-347 [42]王骞,邱文亮,张哲.Contact Stress Analysis of Steel Concrete Box Girder Widened by Orthotropic Steel Cantilever[A],The 10th International Conference on Civil and Environmental Engineering,2011 [43]Model Test Study on a Single Diagonal-span Arch Bridge with Curved Beam[J],Applied Mechanics and Materials,2010 [44]Wang, Qian,Shi, Lei,Zhang, Zhe.Model Test Study on a Single Diagonal-span Arch Bridge with Curved Beam[A],International Conference on Frontiers of Manufacturing and DesignScience (ICFMD2010),2010,44-47:2031-2035 [45]Application of a new kind of widening method in Dalian Northeast Road Overpass Improvement Projec[C],The 9th International Conference on Civil and Environmental Engineering,2010 [46]复合受力下钢筋混凝土单箱多室箱梁抗剪分析[J],武汉理工大学学报,2010 [47]王骞,张哲.Application of a new kind of widening method in Dalian Northeast Road Overpass Improvement Project[A],The 9th International Conference on Civil and Environmental Engineering,2010 [48]王骞,张哲,李文武,谭延斌.复合受力下钢筋混凝土单箱多室箱梁抗剪分析[J],武汉理工大学学报,2010,32(1):114-118 [49]夏国平,张哲,王骞.混凝土收缩徐变对斜拉-悬索协作体系桥的影响[A],全国第十届混凝土结构基本理论及工程应用学术会议,2008,610-614 [50]王骞,张哲,任铮钺,夏国平.UEA膨胀混凝土的徐变研究[A],全国第十届混凝土结构基本理论及工程应用学术会议,2008,552-557 [51]膨胀型混凝土变形性能分析[J],大连民族学院学报,2007 [52]王骞,朱丽,曲艺,邢占东.膨胀型混凝土变形性能分析[J],大连民族学院学报,2007,9(3):67-70 [53]任铮钺,王骞,邢占东.膨胀型混凝土力学性能与长期性能试验研究[A],中国建筑学会建筑结构分会第九届混凝土结构基本理论和工程应用学术会议,2006,79-83 [54]王骞,任铮钺.混凝土冲磨空蚀机理及防护方法[A],第二届全国土木工程研究生学术论坛,2004,230-234