个人简历

教育经历
2004.3 - 2007.12
大连理工大学 结构工程 博士

2002.9 - 2004.1
大连理工大学 硕士

1998.9 - 2002.6
华北水利水电学院 学士
专利
一种钢管内置空间链球式碰撞阻尼器
一种用于监测螺栓松动的堆栈式压电陶瓷智能垫片
一种多耗能方式相结合的空间阻尼器
一种光纤光栅剪切应变传感器
一种多耗能方式相结合的空间阻尼器
一种用于监测螺栓松动的堆栈式压电陶瓷智能垫片
一种光纤光栅剪切应变传感器
一种光纤光栅剪切应变传感器
一种多耗能方式相结合的空间阻尼器
一种用于监测螺栓松动的堆栈式压电陶瓷智能垫片
科研项目
[1] 藏木水电站坝段稳定性及基础处理措施分析研究, 2012/03/28-2012/08/30, 进行
[2] 大体积混凝土结构的物模-数模混合振动台试验相似理论研究, 国家自然科学基金, 2009/09/25-2012/12/31, 完成
[3] 特高坝抗震安全风险评估体系与应急对策, 国家重点研发计划, 2017/06/07, 进行
[4] 胶凝砂砾石坝强震失效模式及振动台模型试验基础研究, 国家自然科学基金, 2017/08/17, 进行
[5] 受损拱坝的震后承灾能力及安全评价研究, 国家自然科学基金, 2016/08/17, 进行
[6] 明拓集团铬业科技有限公司高碳铬铁工程钢结构大梁切割计算分析与检测, 2013/11/13-2013/12/31, 完成
[7] 变压器（电抗器）套管整体动态特性现场检测试验与分析, 2015/09/01-2016/03/31, 完成
[8] 基于时间反演的结构界面损伤监测理论及试验研究, 国家自然科学基金, 2014/09/01, 完成
[9] 雅砻江牙根二级碾压混凝土重力坝动力分析及抗震措施分析研究, 2012/06/26-2012/11/30, 完成
[10] 旅顺日俄监狱旧址东、中、西牢房结构安全检测, 2019/02/25-2019/03/10, 进行
科研奖励
电力行业信息化优秀成果奖
全国优秀工程咨询成果
全国优秀工程咨询成果
中国水电工程顾问集团公司科技进步奖
科技进步奖

研究领域

土木水电工程风险评估及分析方法研究
结构抗震性能分析及安全评估
结构动态性能测试及健康检测"（1）结构动态性能测试及健康监测
（2）结构抗震性能分析及安全性能评估
（3）土木水电工程风险评估及分析方法研究"

近期论文

[1]Zhao, Shaoyu,Fan, Shuli,Chen, Jianyun.Quantitative assessment of the concrete gravity dam damage under earthquake excitation using electro-mechanical impedance measurements[J],ENGINEERING STRUCTURES,2019,191:162-178
[2]Fan, Shuli,Shi, Yi,Liu, Chunguang,Li, Weijie.Simulation of spatially varying seafloor ground motions with random seawater layer and complex terrain[J],SOIL DYNAMICS AND EARTHQUAKE ENGINEERING,2018,111:110-118
[3]Feng, Qian,Cui, Jun,Wang, Qiuliang,Fan, Shuli,Kong, Qingzhao.A feasibility study on real-time evaluation of concrete surface crack repairing using embedded piezoceramic transducers[J],MEASUREMENT,2018,122:591-596
[4]Li, Weijie,Fan, Shuli,Ho, Siu Chun Michael,Wu, Jianchao,Song, Gangbing.Interfacial debonding detection in fiber-reinforced polymer rebar-reinforced concrete using electro-mechanical impedance technique[J],STRUCTURAL HEALTH MONITORING-AN INTERNATIONAL JOURNAL,2018,17(3):461-471
[5]Fan, Shuli,Li, Weijie,Kong, Qingzhao,Feng, Qian,Song, Gangbing.Monitoring of pin connection loosening using eletromechanical impedance: Numerical simulation with experimental verification[J],JOURNAL OF INTELLIGENT MATERIAL SYSTEMS AND STRUCTURES,2018,29(9):1964-1973
[6]Fan, Shuli,Zhao, Shaoyu,Qi, Baoxin,Kong, Qingzhao.Damage Evaluation of Concrete Column under Impact Load Using a Piezoelectric-Based EMI Technique.[J],Sensors (Basel, Switzerland),2018,18(5)
[7]Kong, Qingzhao,Fan, Shuli,Bai, Xiaolong,Mo, Y. L.,Song, Gangbing.A novel embeddable spherical smart aggregate for structural health monitoring: part I. Fabrication and electrical characterization[J],SMART MATERIALS AND STRUCTURES,2017,26(9)
[8]Kong, Qingzhao,Fan, Shuli,Mo, Y. L.,Song, Gangbing.A novel embeddable spherical smart aggregate for structural health monitoring: part II. Numerical and experimental verifications[J],SMART MATERIALS AND STRUCTURES,2017,26(9)
[9]范书立,陈健云.Seismic Response of Continuous Girder Bridge under Spatially Varying Earthquake Wave Excitation[A],3 rd Huixian International Forum on Earthquake Engineering for Young Researchers,2017
[10]范书立,赵绍宇,陈健云,童伟.新旧抗震规范下重力坝抗震安全性能分析[J],人民长江,2017,48(1):54-59
[11]Fan, Shuli,Shi, Yi,Sun, Dongyuan,Chen, Jianyun.Reliability Analysis of Tunnel Lining under Earthquake Loading Using Response Surface Method[A],2nd International Conference on Architectural, Civil and Hydraulics Engineering (ICACHE),2016,99:205-210
[12]范书立,陈健云.Influence of high geo-stress on dynamic response analysis of mountain[J],Journal of Geotechnical Engineering,2016,21(5):2003-2011
[13]Fan, Shuli,Chen, Jianyun,Jia, Qingwen.Influence of high geo-stress on dynamic response analysis of mountain tunnels[J],Electronic Journal of Geotechnical Engineering,2016,21(5):2003-2011
[14]宋彪,李宏男,任亮,范书立.某钢结构梁高温切割全过程的监测与分析[J],工程力学,2016,33(9):69-75
[15]Fan, Shuli,Ren, Liang,Li, Hongnan,Song, Biao.Real-Time Monitoring and Early Warning Method Utilizing FBG Sensors in the Retrofitting Process of Structures[J],INTERNATIONAL JOURNAL OF DISTRIBUTED SENSOR NETWORKS,2015,2015
[16]Fan, Shuli,Ren, Liang,Chen, Jianyun.Investigation of fiber Bragg grating strain sensor in dynamic tests of small-scale dam model[J],STRUCTURAL CONTROL & HEALTH MONITORING,2015,22(10):1282-1293
[17]童伟,韩雪娇,范书立,许韬.坝体弹模和坝高对重力坝动力特性的影响研究[J],水力发电,2015,2:36-40,44
[18]Fan, Shuli,Chen, Jianyun,Lv, Shaolan.Seismic safety evaluation of gravity dam in aftershocks[A],2014 Annual Congress on Advanced Engineering and Technology, CAET 2014,2014,153-158
[19]Wang, Mingming,Chen, Jianyun,Fan, Shuli,Lv, Shaolan.Experimental study on high gravity dam strengthened with reinforcement for seismic resistance on shaking table[J],STRUCTURAL ENGINEERING AND MECHANICS,2014,51(4):663-683
[20]王铭明,陈健云,范书立.数值重构研究重力坝动力模型试验可靠性[J],振动与冲击,2014,33(11):83-89,106
[21]Chen, Jianyun,Wang, Mingming,Fan, Shuli.Experimental investigation of small-scaled model for powerhouse dam section on shaking table[J],STRUCTURAL CONTROL & HEALTH MONITORING,2013,20(5):740-752
[22]赵飞,范书立.基于有限元等效应力法的重力坝安全性分析[J],水电能源科学,2013,06:110-112+109
[23]郑小琼,范书立,李伟东.浅埋地下结构的三维地震响应分析[A],2013城市地下空间综合开发技术交流会,2013,VOL.43:76-80
[24]郑小琼,范书立,李伟东.浅埋地下结构的三维地震响应分析[J],建筑结构,2013,S2:76-80
[25]王铭明,陈健云,徐强,范书立.不同高度重力坝动水压力分析及 Westergaard 修正公式研究[J],工程力学,2013,30(12):65-71
[26]任亮,姜涛,李东升,范书立,李宏男.微型FBG应变传感器在大坝模型实验中的应用[J],振动、测试与诊断,2013,33(2):277-283
[27]范书立,陈健云,李静.特高压干式平波电抗器的抗震性能试验研究[J],振动工程学报,2013,26(2):226-231
[28]王铭明,满志刚,陈健云,范书立,徐强.改善仿真混凝土塑性的两种方法[J],建筑材料学报,2013,16(5):794-800
[29]王铭明,陈健云,范书立.重力坝地震动水压力试验研究[J],水电能源科学,2012,05:51-53+89
[30]范书立,陈健云,张俊清.波浪荷载作用下斜向抗拔桩的承载特性分析[J],岩土力学,2012,33(1):301-306
[31]赵飞,范书立.重力坝分层浇筑模拟对应力变形结果影响分析[J],人民长江,2012,43(19):68-71
[32]范书立,陈健云,张斌,任亮.混凝土坝动力模型试验应变测试方法研究[A],2011,Vol.4:4
[33]范书立,陈健云,赵锦华,王建涌.一种拱坝横缝开度测量仪的研制[A],2011,Vol.4:4
[34]范书立,陈健云,陈明阳,彭玮.水电站进水塔不同抗震验算方法对比分析[J],人民长江,2011,42(17):51-54
[35]彭玮,范书立,陈健云.在L形地基上的官地水电站进水口塔体施工仿真分析[J],水电站设计,2011,27(2):8-10
[36]陈健云,范书立,李静,涂运伟.考虑节理岩体强度各向异性的最危险滑动面搜索[J],人民长江,2011,42(11):83-86
[37]范书立,陈明阳,陈健云,柴换成.基于能量耗散碾压混凝土重力坝地震损伤分析[J],振动与冲击,2011,30(4):271-275
[38]徐强,陈健云,李静,范书立.基于摄动法分析重力坝损伤的概率密度演化过程[J],固体力学学报,2011,32(2):149-157
[39]李静,范书立.案例教学模式在建设工程合同管理课程中的应用[J],中国建设教育,2011,Z2:55-57
[40]陈健云,范书立,徐强,李静.考虑岩体节理分布特性的各向异性强度准则研究[J],岩石力学与工程学报,2011,30(2):313-319
[41]徐强,陈健云,李静,范书立.非平稳地震动过程中混凝土重力坝受拉失效路径可靠性分析[J],工程力学,2011,28(3):123-129
[42]范书立,陈健云,赵锦华,王建涌.一种拱坝横缝开度测量仪的研制[A],2010,4
[43]张连明,童伟,高晓梅,范书立.官地碾压混凝土重力坝的抗震分析[J],水电站设计,2011,27(2):4-7
[44]童伟,张连明,范书立.官地碾压混凝土重力坝的抗震分析[A],2010,167-172
[45]彭玮,范书立,陈健云,陈明阳.官地水电站进水塔结构静动力分析[J],水电站设计,2010,26(3):25-27,32
[46]王铭明,范书立,陈健云,徐强.地震下斜入射SV波对坝体所受动水压力影响的研究[A],2010,1077-1085
[47]Chen, Jian-yun,Xu, Qiang,Li, Jing,Fan, Shu-li.Improved response surface method for anti-slide reliability analysis of gravity dam based on weighted regression[J],JOURNAL OF ZHEJIANG UNIVERSITY-SCIENCE A,2010,11(6):432-439
[48]Bai W.-F.,Chen J.-Y.,Fan S.-L.,Lin G..Statistical damage constitutive model for concrete materials under uniaxial compression[J],Journal of Harbin Institute of Technology (New Series),2010,17(3):338-344
[49]陈健云,范书立,白卫峰,赵锦华,王建涌.混凝土仿真材料断裂韧度的试验研究及分析[A],《建筑结构学报》创刊30周年纪念暨建筑结构基础理论与创新学术研讨会,2010,344-349
[50]陈健云,范书立,白卫峰,赵锦华,王建涌.混凝土仿真材料断裂韧度的试验研究及分析[J],建筑结构学报,2010,S1:344-349
[51]陈明阳,范书立,陈健云,童伟.官地碾压混凝土重力坝抗震措施研究[J],水力发电,2010,36(4):40-42
[52]Chen J.,Fan S.,Bai W.,Zhao J.,Wang J..Experimental study on fracture toughness of emulation concrete material[J],Jianzhu Jiegou Xuebao/Journal of Building Structures,2010,31(SUPPL. 1):344-349
[53]范书立,陈健云,张斌,任亮.混凝土坝动力模型试验应变测试方法研究[A],2010,4
[54]Fan S.-L.,Chen J.-Y.,Li J.,Wu-Qiang F..Roller compacted concrete gravity dams reliability analysis based on response surface approach[A],12th International Conference on Engineering, Science, Construction, and Operations in Challenging Environments - Earth and Space 2010,2010,3355-3367
[55]范书立,陈健云,张斌.阿海水电站厂房坝段地震破坏试验研究[J],人民长江,2010,41(2):13-17
[56]范书立,陈健云.Development of Displacement Measurement Instrument on Joints Opening of Arch Dams[A],2010 3rd International Conference on Power Electronics and Intelligent Transportation System,2010,196-199
[57]陈健云,范书立.The statistical damage constitutive model for concrete materials under uniaxial compression[J],Journal of Harbin Institute of Technology,2010,41(6):1456-1465
[58]范书立,陈健云,任亮.Research for Strain-measurement Method of Concrete Dam Shaking Table Test[A],2010 3rd International Conference on Power Electronics and Intelligent Transportation System,2010,200-203
[59]陈健云,范书立,白卫峰.高碾压混凝土重力坝地震灾变机理研究[A],中国力学学会2009学术大会,2009,1-8
[60]范书立,陈健云.碾压混凝土重力坝动力模型破坏试验研究[A],第二届全国水工抗震防灾学术交流会论文集中国水力发电工程学会,2009,367-372
[61]范书立,陈健云,王建涌,钟红.高拱坝振动台地震破坏试验研究及数值仿真[J],岩石力学与工程学报,2009,28(3):467-474
[62]陈健云,范书立.Statistical damage model for quasi-brittle materials in uniaxial tension[J],Journal of Central South University of Technology,2009,16(6):669-680
[63]范书立,陈健云,范武强,李静.地震作用下碾压混凝土重力坝的可靠度分析[J],岩石力学与工程学报,2008,27(3):564-571
[64]范书立,陈健云.investigations into deismic failure of high arch dam based on shaking table experiments and numerical simuliation[A],the 14th world conference on earthquake engineering,2008
[65]范书立,陈健云,郭建业.有限元等效应力法在重力坝强度分析中的应用[J],水利学报,2007,38(6):754-759,766
[66]范书立,陈健云,林皋.渗透压力对重力坝有限元分析的影响研究[J],岩土力学,2007,S1:575-580
[67]范书立,陈健云,林皋.渗透压力对重力坝有限元分析的影响研究[A],2007,Vol.28:575-580
[68]范书立,陈健云,涂祝明.横缝灌浆高度对重力坝地震反应影响的研究[J],水力发电,2007,33(3):37-39,51
[69]范书立,陈健云,周晶,朱彤,金峤.龙开口水电站溢流坝段动力模型破坏试验研究[J],水利学报,2007,S1:195-199