哈尔滨工业大学土木工程学院导师:郭安薪 正文

　　
　　?基本信息
　　姓名：郭安薪
　　学历：博士
　　职称：教授，博士生导师。

　　?工作经历和取得成果
　　2001年于哈尔滨工业大学获博士学位；2003年从中国地震局工程力学研究所博士后出站；曾先后4次至香港理工大学从事合作研究。Journal of Sound and Vibration、Earthquake Engineering and Engineering Vibration等国际期刊审稿人。主要从事地震工程、桥梁抗震和结构振动控制方面的研究工作。作为主持人，承担1项国家自然科学基金重大研究计划重点项目子课题和2项国家自然科学基金面上项目的研究工作；承担和参与多项国家科技支撑计划、国家863计划子课题、国家973计划课题、地震行业基金等项目的研究工作。发表论文40余篇，其中包括《Earthquake Engineering and Structural Dynamics》、《Engineering Structure》等6篇SCI论文?；竦媒逃靠萍冀蕉冉保ㄅ琶?）和国家科技进步二等奖（排名第8）各1项。

　　?发表论文
　　(1)Guo A.X., Li Z.J., Li H. Experimental and analytical study on pounding reduction of base-isolated highway bridges using MR dampers. Earthquake Engineering and Structural Dynamics, 2009 (SCI)
　　(2)Guo A.X., LI Z.J., Li H. Experimental study of highway bridges with pounding effects subjected bi-directional earthquake excitations. The 14th World Conference on Earthquake Engineering, 2008, Beijing
　　(3)Guo A.X., Li H. Pounding reduction of highway bridge with pounding effect by using magnetorheological dampers under earthquake excitations. Advances in Structural Engineering. 2008.11(3):317-334. (SCI)
　　(4)Guo A.X., Xu Y.L., Li H. Dynamic characteristics of cable-stayed bridge tower with multi-stage pendulum mass damper under wind excitations during construction I: theory. Earthquake Engineering and Engineering Vibration, 2007,6(4) (SCI)
　　(5)Guo A.X., Xu Y.L., Li H. Dynamic characteristics of cable-stayed bridge tower with multi-stage pendulum mass damper under wind excitations during construction II: experiment. Earthquake Engineering and Engineering Vibration, 2007,6(4):64-69. (SCI)
　　(6)Xu Y.L., Guo A.X. Microvibration control of coupled high tech equipment- building system in vertical direction, International Journal of Solid and Structures. 2006,23:6521-6534. (SCI)
　　(7)Guo A.X., Li Z.J. The pounding effect analysis of elevated bridge induced from earthquake motion with the explicit finite element method. The Proceeding of 4th China-Japan-US Symposium on Structural Control and Monitoring, 2006, Hangzhou
　　(8)Guo A.X., Xu Y.L. and Wu B. Seismic reliability analysis of hysteretic structure with viscoelastic dampers. Engineering Structures, 2002, 24: 373-383. (SCI)
　　(9)Guo A.X, Cui L.L., Li H. Study of semiactive control of highway bridge pounding under seismic excitation. Earthquake Engineering and Engineering Vibration. 2008,28(2):147-152. (in Chinese)
　　(10)Hou S., Guo A.X., Li H., Ou J.P. Earthquake loss prediction method of typical urban building I: Structural vulnerability analysis. Earthquake Engineering and Engineering Vibration. 2007,27(6) 70-74(in Chinese).
　　(11)Guo A.X., Hou S., Li H., Ou J.P. Earthquake loss prediction method of typical urban buildings II: Earthquake loss assessment. Earthquake Engineering and Engineering Vibration. 2007,27(6) (in Chinese)
　　(12)Guo A.X., Li Z.J., Li H. Semi-active control of highway bridge with pounding effect by using magnetorheological dampers under earthquake excitations, International Conference on Smart Materials and Nanotechnology in Engineering, 2007, Harbin
　　(13)Guo A.X., Li  Z.J. and Li H. Pounding analysis of elevated bridges subjected to earthquake excitations by using explicit finite element method, the 100th Anniversary Earthquake Conference Commemorating the 1906 San Francisco Earthquake, 2006, San Francisco
　　(14).   Guo A.X., Cui L.L. and Li H. Semiactive Control of Structural Pounding of Elevated Bridge with MR Dampers under Earthquake Excitations, 4th World Conference on Structural Control and Monitoring, 2006, San Diego
　　(15)Guo A.X., Cui L.L. and Li H. Structural control of seismically induced pounding of elevated bridges by using magnetorheological dampers, IABMAS'06, 2006, Portugal
　　(16)Guo A.X., Li Z.J., Li H. Pounding analysis of elevated bridges subjected to earthquake excitations by using explicit finite element method, International Conference on Bridge Engineering, 2006, Hong Kong
　　(17)Guo A.X., Li Z.J., Li H. Bi-direction seismic control of semiconductor facilities with hybrid isolation platform by using MR dampers, The 4th International Conference on Earthquake Engineering, 2006, Taiwan
　　(18)Guo A.X., Li  Z.J. and Li H. Pounding analysis method and control of highway bridges under seismic excitations, the 2nd International Conference on Structural Health Monitoring and Intelligent Infrastructure, 2005, Shenzhen
　　(19)Guo A.X., Li Z.J. and Li H. Damage research of steel tube concrete arch bridges. the 2nd International Conference on Structural Health Monitoring and Intelligent Infrastructure, 2005, Shenzhen
　　(20) Guo A.X., Xu Y.L. and Li H. Road vehicle-induced vibration control of buildings. Earthquake Engineering and Engineering Vibration. 2005, 4(1).
　　(21) Guo A.X., Xu Y.L. and Li H. Hybrid control of buildings under horizontal and vertical ground motion. SPIE Symposium on Smart Structures and Materials/NDE 2004, San Diego, California
　　(22)Guo A.X., Xu Y.L. and Wang Y.B. Dynamic analysis of hybrid control platform for protecting buildings subject to traffic-induced ground motion. Proceedings of the 1st International Workshop on Advanced Smart Materials and Smart Structures Technology, 2004, Hawaii
　　(23)Guo A.X., Xu Y.L. Wind-induced vibration control of cable-stayed bridge towers using multi-stage pendulum mass damper. The 18th Australian Conference on the Mechanics of Structures & Materials, 2004, Perth, Western Australia
　　(24)Guo A.X., Xu Y.L., Li H. Hybrid control of microvibration for high technology facilities, Earthquake Engineering and Engineering Vibration, 2004,24(1):161- 165
　　(25)Guo A.X., Li Z.J., Li H. The damage investigation of the western arch bridges of China. Third China-Japan-US Symposium on Structural Health Monitoring and Control and Fourth Chinese National Conference on Structural Control. 2004.10, Dalian, China
　　(26)Guo A.X., Li H., Ou J.P., Yang W.B. Aseismic analysis of Guangchang International Center by using MR and viscous dampers. Journal of World Information on Earthquake Engineering, 2003, 19(4) (in Chinese)
　　(27)Guo A.X., Li H. Active control analysis of composite shallow shell coupled with discretely distributed piezoelectric actuator and sensor patches. ISSEYE-7, 2002, Tianjin, China.
　　(28)Guo A.X., Li H. An efficient method for establishing the rule-base of fuzzy controller and its application in adaptive fuzzy control of flexural beam with piezoelectric patches. International Conference on Advances & New Challenge in Earthquake Engineering Research, 2002，Harbin, China.
　　(29)Wu B., Guo A.X. Analysis of elastoplastic interstory drifts estimation of structures with energy dissipation devices. Earthquake Engineering and Engineering Vibration, 2002, 22(3). (in Chinese)
　　(30)Wu B., Guo A.X. and Lam S.S.E. Probabilistic characteristics of ultimate drift ration of R.C. column and its application in reliability analysis of controlled structures. Earthquake Engineering and Engineering Vibration, 2001, 21(3):36-40. (in Chinese)
　　(31)Guo A.X., Xu Y.L. and Wu B. Nonlinear stochastic seismic response analysis of adjacent buildings linked by viscoelastic dampers. Earthquake Engineering and Engineering Vibration, 2001, 21(2): 64-69. (in Chinese)
　　(32)Wu B., Guo A.X. Probability analysis of maximum interstory displacements of structures with passive controlled devices. Journal of Building Structures, 2001, 22(2): 40-45. (in Chinese)
　　(33) Wu. B., Guo A.X. Reliability analysis of ADAS dampers. Earthquake Engineering and Engineering Vibration, 2000, 20(2):13-18. (in Chinese)
　　(34)Wu. B., Guo A.X. and Li H. A new way for seismic design of structures with passive energy dissipation devices. World Information on Earthquake Engineering, 1998, 14(4): 41-48. (in Chinese)
　　(35)Wu B., Guo Anxin. Force analysis of structures with viscoelastic dampers. World Information on Earthquake Engineering. 1998, 14(3): 6-14. (in Chinese)
　　(36) Wu.B. Guo A.X. Study on the properties of viscoelastic dampers. Earthquake Engineering and Engineering Vibration, 1998, 18(2):108-116. (in Chinese)

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