王文熙 助理教授 简介
一、基本信息
学历学位:工学博士
职称:助理教授
研究方向:大跨度桥梁抗风与抗震;阻尼器研发与设计等。
通讯地址:湖南大学土木工程学院风工程试验研究中心207
电子邮件:wxwang@hnu.edu.cn
二、教育背景
2008年9月-2012年6月,湖南大学,土木工程学院,桥梁工程专业,获工学学士学位。
2012年9月-2014年6月,湖南大学,土木工程学院,建筑与土木工程专业,获工程硕士学位;
2014年9月-2018年12月,湖南大学,土木工程学院,土木工程专业(桥梁与隧道方向);
2015年10月-2017年10月,University of Houston, Department of Mechanical Engineering,博士联合培养。
三、工作履历
2019年4月-至今,湖南大学,土木工程学院,助理教授
四、研究领域
大跨度桥梁抗风与抗震;阻尼器研发与设计等。
五、学术成果
[1]王文熙, 华旭刚, 王修勇, 陈政清. TMD系统在自身参数随机偏离下的减振有效性和可靠性分析. 振动与冲击, 2016, 35(1): 228-234
[2]Jiang T Y, Kong Q Z, Wang W X, Huo L S, Song G. Monitoring of Grouting Compactness in a Post-Tensioning Tendon Duct Using Piezoceramic Transducers. Sensors, 2016, 16(8):1343
[3]华旭刚, 温青, 陈政清, 杨勇, 王文熙, 牛华伟. 大跨度双层曲线斜拉桥人致振动减振优化与实测验证. 振动工程学报, 2016, 29(5): 822-830
[4]温青, 华旭刚, 陈政清, 王文熙, 牛华伟. 基于稳态简谐激励的人行桥模态参数识别. 中国公路学报, 2017, 30(2): 98-106
[5]Wang W X, Hua X G, Wang X Y, Chen Z Q, Song G. Optimum design of a novel pounding tuned mass damper under harmonic excitation. Smart Materials and Structures, 2017, 26(5):055024
[6]Wang W X, Dalton D, Hua X G, Wang X Y, Chen Z Q, Song G. Experimental Study on Vibration Control of a Submerged Pipeline Model by Eddy Current Tuned Mass Damper. Applied Sciences, 2017, 7(10):987
[7]Wang W X, Hua X G, Wang X Y, Chen Z Q, Song G. Advanced Impact Force Model for Low-Speed Pounding between Viscoelastic Materials and Steel. Journal of Engineering Mechanics ASCE, 2017, 143(12):04017139
[8]Chen J D, Lu G T, Li Y R, Wang T, Wang W X, Song G. Experimental Study on Robustness of an Eddy Current-Tuned Mass Damper. Applied Sciences, 2017, 7(9):895
[9]Wang W X, Wang X Y, Hua X G, Song G, Chen Z Q. Vibration control of vortex-induced vibrations of a bridge deck by a single-side pounding tuned mass damper. Engineering Structures, 2018, 173:61–75
[10]Wang W X, Hua X G, Wang X Y, Chen Z Q, Song G. Numerical modeling and experimental study on a novel pounding tuned mass damper. Journal of Vibration and Control, 2018, 24(17):4023-4036
[11]Wang W X, Hua X G, Wang X Y, Chen Z Q, Song G. Mechanical behavior of magnetorheological dampers after long-term operation in a cable vibration control system. Structural Control and Health Monitoring, 2018, 10.1002/stc.2280
[12]Huang P, Wang X Y, Wen Q, Wang W X, Sun H X. Active Control of Stay Cable Vibration Using a Giant Magnetostrictive Actuator. Journal of Aerospace Engineering, 2018, 31(5):04018074
[13]Wang W X, Hua X G, Chen Z Q, Wang X Y, Song G. Modeling, simulation and validation of a pendulum pounding tuned mass damper for vibration control. Structural Control and Health Monitoring, 2019, 10.1002/stc.2326
[14]H X Sun, L Zuo, X Y Wang, J Peng, W X Wang. Exact H2 optimal solutions to inerter‐based isolation systems for building structures. Structural Control and Health Monitoring, 2019, 10.1002/stc.2357