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更新时间:2021.12.23
总访问量:10

李翠华

| 博士 讲师 硕士生导师

单位:

职务:

研究方向:

办公地址: 浙江工业大学

办公电话:

电子邮箱: chli@zjut.edu.cn

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  • 个人简介

    主要从事近断层脉冲型地震动特征、近断层抗震设计反应谱、脉冲对工程结构的破坏机理、工程结构地震经济损失评估、抗震韧性设计、桥梁结构抗震分析、结构倒塌分析等研究。


  • 教学与课程

    主讲本科生课程:工程项目策划与管理         
    主讲研究生课程地震工程                          


  • 育人成果

    n指导本科生毕业设计生共 9 人;

    n指导研究生共13 名,其中 2 人已获得硕士学位,11 在读。

    n曾指导研究生和本科生组成的团队在浙江省第十二届“挑战杯· 宁波江北”大学生创业计划竞赛中荣获省级“二等奖”

    n指导研究生和本科生组成的团队以桥梁安全卫士 中小桥专业化、低成本监测开拓者项目, 荣获“健行杯” 第六届浙江省国际“互联网+” 大学生创新创业大赛中荣获省级“银奖”

  • 科研项目

    n2020.01-2022.12主持国家自然科学基金,青年项目近断层RC框架结构面向韧性的抗震设计方法研究(批准号:51908504),24万;
    n2021.01-2023.12主持浙江省自然科学基金,面上项目(探索项目Y),“近断层脉冲型地震动识别及结构最不利输入方向研究”(批准号:LY21E080017),10万;
    n2020.01-2020.12主持国家自然科学基金子课题 “混凝土柱拟静力试验模型制作与加载”,4万;
    n2020.07-2022.07主持中国地震局地震工程与工程振动重点实验室开放研究专项,“近断层抗震设计谱及抗震韧性设计方法研究”(批准号:2020D29),3万;
    n2020.11-2022.12主持温州市鹿城区公路管理中心,横向项目,“装配式梁桥钢横隔梁关键技术研究”,40万;


  • 科研成果

    1.Cuihua Li, Bing Lu, Chengtong Wang, et al. Dynamic  Performance Assessment of a Novel Hybrid Bridge System with Spread Steel Box Girders [J]. ASCE-Journal of Bridge Engineering, 2022, 27(1): 04021097.

    2.Cuihua Li, Dongping Yang, Weibing Peng, Huan Liu. Influence of Expansion Joints in Deck Parapets on Localized Cracking in Adjacent Box Girders [J]. ASCE-Journal of Bridge Engineering, 2021, 26(3): 04021002.

    3.ChanghaiZhai, Cuihua Li, Sashi Kunnath, et al. An efficient algorithm for identifying pulse-like ground motions based on significant velocity half-cycles [J]. Earthquake Engineering & Structural Dynamics, 2018, 47(3):757-771. 

    4.Cuihua Li, Sashi Kunnath, ZhanxuanZuo, et al. Effects of early-arriving pulse-like ground motions on seismic demands in RC frame structures [J]. Soil Dynamic and Earthquake Engineering, 2020, 130, 105997

    5.Cuihua Li, ZhanxuanZuo, Sashi Kunnath, et al. Orientation of the Strongest Velocity Pulses and the Maximum Structural Response to Pulse-Like Ground Motions [J]. Soil Dynamic and Earthquake Engineering, 2020, 136: 106240.  

    6.Cuihua Li, Guofeng Xue, and ZhanxuanZuo. Smooth Acceleration Spectra for Pulse-Like Ground Motions [J]. Bulletin of the Seismological Society of America, 2020, 110(6): ‏ 2755-2765

    7.Cuihua Li, ChanghaiZhai, Sashi Kunnath, et al. Methodology for selection of the most damaging ground motions for nuclear power plant structures [J]. Soil Dynamic and Earthquake Engineering, 2019,116:345-357.

    8.Cuihua Li, ChanghaiZhai, Sashi Kunnath. A Criterion to Select Directivity-Induced Pulses[J]. Bulletin of the Seismological Society of America, 2018, 109(1):476-481. 

    9.Cuihua Li, Sashi Kunnath, ChanghaiZhai. Influence of Early-Arriving Pulse-Like Ground Motions on Response of Single-Degree-of-Freedom Systems [J]. Journal of Earthquake Engineering, 2018:1-24. 

    10.李翠华,陈林立,杨利斌,等. 广东河源东江大桥事故倒塌分析[J]. 中国公路学报2021, 34(02): 211-219.

    11.李翠华杨利斌,傅志华,. 无锡市312高架桥倾覆事故分析[J]. 工程力学, 2021, 38(09): 203-211. 

    12.Cuihua LiDuofa Ji, Weiping Wen. The ground motion damage potential for the nuclear power plant system based on the 2011 Tohoku subduction zone earthquake. The International Conference on Civil Engineering and Rock Engineering, 2015:137-141. 

    13.Yi Pan, Zhiwang Chang, Cuihua Li, Shengjie Shi. Ground Motion Characteristics of the 2015 Gorkha Earthquake Sequence [J]. Earthquakes and Structures. 2021, 20(6).

    14.ChanghaiZhai, Duofa Ji, Weiping Wen, Cuihua Li, et al. Hysteretic energy prediction method for mainshock-aftershock sequences [J]. Earthquake Engineering and Engineering Vibration. 2018;17(2):277-91.

    15.彭卫兵, 朱志翔, 谭超, 李翠华, 万华平, 袁万城. 强倾弱弯梁桥设计准则研究[J]. 中国公路学报, 2021, 34(02): 155-161. 

    16.ChanghaiZhai, Cuihua Li. Most Unfavorable Ground Motions for Nuclear Power Plant Structures[C]. The 3rd Huixian International Forum on Earthquake Engineering for Young Researchers, University of Illinois, Urbana-Champaign, IL. 2017.

    17.Weiping Wen, ChanghaiZhai, Cuihua Li, Duofa Ji. Effects of ground motion rotation on the damage potential of mainshock-aftershock sequences[C]. 16th European Conference on Earthquake Engineering, 2018.


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更新时间:2021.12.23
总访问量:10