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《Engineering Mechanics》 2006-05
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YANG Run-lin1,YAN Wei-ming1,ZHOU Xi-yuan1,DONG Di1,NIU Dong-xu1,LIU Xi-hui2(1.Laboratory of Earthquake Engineering and Structural Retrofit,School of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100022,China;2.Ministry of Information Industry,Electronic Information Center,Beijing 100846,China)  
For a semiactive or active control system,although there are many classic algorithms available,their applicability and control efficiency are not ideal due to systematic features of nonlinear behavior,time variable and parameter uncertainties.On the contrary,since fuzzy control systems are mathematical models free,these difficulties can be overcome.Therefore,many researchers have adopted fuzzy logic approach for structural control.This is very useful for structural vibration control.However,fuzzy control theory still lacks a systemic design guidance to set up the corresponding rule-bases at present,and accordingly the rule-bases need often be revised repeatedly.In order to solve this problem,a new idea for structural control,i.e.the off-and-towards-equilibrium(OTE)control strategy,is presented and developed in this paper.For a fuzzy control system,a set of rules can be extracted easily on the basis of the idea.In this paper,numerical simulations are carried out to study the seismic response control of a multi-storey structure with an active tendon system(ATS)installed in the first storey,and the rule-bases of the corresponding fuzzy control system according to the OTE control strategy are established.Simulating results verify its rationality and validity by comparing the earthquake responses of the structure using the OTE strategy during the earthquakes to those using the LQR algorithm.
【Fund】: 国家自然科学基金(50508003 50478042)
【CateGory Index】: TU973.31
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Chinese Journal Full-text Database 9 Hits
1 NI Guowei,YAN Wenshang,LI Xiao,LIU Bo(The Architectural Engineering Institute of Hebei Polytechnic University,Hebei Earthquake Engineering Research Center,Tangshan 063009,China);The analysis of composite base-isolation devices in series[J];Sichuan Building Science;2011-02
2 YANG Run-lin, YAN Wei-ming, ZHOU Xi-yuan (College of Civil and Environmental Engineering, Beijing University of Science and Technology, Beijing 100083, China;Key Laboratory of Earthquake Engineering and Structural Retrofit, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China);A Direct Method for Structural Control Based on the Off-and-Towards-Equilibrium Strategy[J];Journal of Beijing University of Technology;2007-05
3 YANG Runlin1),YAN Weiming2),ZHOU Xiyuan2)1)Civil and Environmental Engineering School,University of Science and Technology Beijing,Beijing 100083,China2)Key Laboratory of Earthquake Engineering and Structural Retrofit,Beijing University of Technology,Beijing 100022,China;Multilevel control method for vibration control of structures[J];Journal of University of Science and Technology Beijing;2007-12
4 Tian Jie~(1,2),Yao Qianfeng~(1),Wang Kecheng~(2) (1.School of Civil Engineering,Xi’an University of Architecture and Technology, Xi’an 710055,China; 2.Department of Civil Engineering,Xi’an University of Technology, Xi’an 710048,China);Study on seismic control of the single-storey industrial building with tuned mass damping (TMD)[J];Earthquake Engineering and Engineering Vibration;2005-01
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6 Yang Runlin 1, Mai Tong2, Zhou Xiyuan3, Yan Weiming 3 and Liu Xihui41. Department of Civil Engineering, Civil & Environment Engineering School, University of Science and Technology Beijing, Beijing 100083, China 2. National Center for Earthquake Engineering Research, SUNY at Buffalo, 109 Red Jacket Quad., Buffalo, NY 14261, USA 3. School of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China 4. Electronic Information Center, Ministry of Information Industry, Beijing 100846, China;An off-and-towards-equilibrium strategy for vibrational control of structures[J];地震工程和工程振动(英文版);2006-02
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8 Yang Runlin 1 Yan Weiming 1 Zhou Xiyuan 1 Hao Yuxin 2 (Beijing University of Technonlogy, Beijing 100022) 1 (Beijing Institute of Machinery, Beijing 100085) 2;Structural Control using Semi-Active Tuned Liquid Column Dampers[J];Chinese Journal of Applied Mechanics;2003-04
9 YANG Run-lin~1,YAN Wei-ming~2,ZHOU Xi-yuan~2,LIU Xi-hui~3(1.Civil & Environment Engineering School,University of Science and Technology Beijing,Beijing 100083,China;2.School of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100022,China;3.Electronic Information Center,Ministry of Information Industry,Beijing 100846,China);Feasibility study for the off-and-towards-equilibrium control of structures[J];Journal of Vibration Engineering;2005-04
Chinese Journal Full-text Database 10 Hits
1 HE Min, WANG Jian-guo (School of Civil Engineering,Hefei University of Technology,Hefei 230009,China);Application of adaptive network-based fuzzy inference system in structural vibration active control[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2006-04
2 XING De-jin,LI Zhong-xian(School of Civil Engineering,Tianjin University,Tianjin 300072,China);SMA smart control device and analysis on seismic control of structure[J];Journal of Agricultural University of Hebei;2006-06
3 SHA Chengman1, WANG Ende1, YANG Dongmei2, TANG Chunan1(1. School of Resources & Civil Engineering, Northeastern University, Shenyang 110004, China; 2. School of Science, Northeastern University, Shenyang 110004, China.;Mixed H_2/H_∞ Convex Optimal Schemes for Vibrative Active Control of Architectural Structure[J];JOURNAL OF NORTHEASTERN UNIVERSITY;2002-12
4 Yan Shi Li Hongnan (Civil Engineering Department,Shenyang Architectural and Civil Engineering Institute,110015) Lin Gao (Civil Engineering Department,Dalian University of Technology);VIBRATION CONTROL PARAMETERS RESEARCH ON SYSTEM WITH ADJUSTED FREQUENCY AND TUNED LIQUID COLUMN DAMPER[J];Earthquake Engineering and Engineering Vibration;1998-04
5 LI Hong-nan; YAN Shi; LIN Gao (Shenyang Architectural and Civil Engrg. Ins., Shenyang 110015 .Dalian University of Technology, Dalian 116024);Vibration control of structures with TLCD using artificial neural networks[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;2000-03
6 QU Wei -lian, WANG Jun - wu, XU You - lin, CHEN Zhao - hui (Wuhan University of Technology, Wuhan 430070,The Hong Kong Polytechnic University, Shenzhen University);Semi - active control for seismic responses of tall building with skirt structure[J];Earthquake Engineering and Engineering Vibration;2000-04
7 YAN Wei -ming, TANG Ping, ZHOU Fu-lin (Beijing Polytechnic University. Beijing 100022, Hunan University. Changsha 410082, South China Construction University, Guangzhou510405);Simulating earthquake shaking table tests of two control devices[J];Earthquake Engineering and Engineering Vibration;2000-04
8 WANG Gang, OU Jin-ping (School of Civil Engineering,Harbin Institute of Technology, Harbin 150090, China);Fuzzy modeling of structural vibration and generating of fuzzy control rule[J];Earthquake Engineering and Engineering Vibration;2001-02
9 LI Hong-nan 1, CHANG Zhi-guo 2,ZHAO Bo-dong 3 (1.Dalian University of Technology, Dalian 116024, China; 2.Shenyang Architectural and Civil Engineering Institute, Shenyang 110015, China;3.Shenyang, Dalian, Shenyang 110044,China);Study on optimization of structural vibration control by GA[J];Earthquake Engineering and Engineering Vibration;2002-05
10 ZHOU Yun, DENG Xue song, WU Zhi yuan (College of Civil Engineering, Guangzhou University, Guangzhou 510405,China);Analysis of semi-active control for comfort of tall building due to wind-induced vibration by using MR damper[J];Earthquake Engineering and Engineering Vibration;2002-06
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