结构抗震试验方法研究初探
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摘要
对传统的三种抗震试验方法的利与弊进行了分析,重点进行了抗震试验新方法——混合试验研究,从数值积分方法、加载控制方法和试验时滞及补偿方法三个方面阐述了混合试验的发展。
Pros and cons of three methods of seismic analysis are introduced firstly,then the new seismic test method-hybrid test is presented in detail. Hybrid test is described from three parts: numerical integration methods,load control method,actuator delay and compensation.
引文
[1]邱法维.结构抗震试验方法进展[J].土木工程学报,2004,37(10):19-27.
    [2]Hakuno,M.,Shidowara,M.,T.Hara..Dyanmic Destructive Test of a Cantilevers Beam Controlled by an Analog Computer[J].Transactions of the Japan Society of Civil Engineering,1969,171(10):768-779.
    [3]Nakashima,M,Kato,H,Takaoka,E,et al.Development of Real-time Pseudo-dynamic Testing[J].Earthquake Engineering and Structural Dynamics,1992,21(1):79-92.
    [4]Tanaka,H.A.Computer-Actuator On-line System for Non-linear Earthquake Response Analysis of Structure[J].Inst.of Industrial Science,1975,27(12):15-19.
    [5]Mahin,S.,P.Shing.Pseudodynamic Method for Seismic Testing[J].Journal of Structural Engineering,1985,111(7):1482-1503.
    [6]Thewalt,C.R.,S.A.Mahin.Hybrid solution techniques for generalized pseudodynamic testing[M].California:University of California,Berkeley,1987.
    [7]Nakashima,M.Feasibility of Pseudodynamic Test Using Substructuring Techniques[A].Proceedings of Ninth World Conference on Earthquake Engineering[C].1988.
    [8]Shing,P.B,Vannan,T.E.Cater.Implicit Time Integration for Pseudodynamic Tests[J].Earthquake Engineering and Structural Dynamics,1991,20(6):551-576.
    [9]王大鹏.远程协同结构拟动力试验方法与技术研究[D].哈尔滨:哈尔滨工业大学,2009.
    [10]吴斌,保海娥.实时子结构实验Chang算法的稳定性和精度[J].地震工程与工程振动,2006,26(2):41-48.
    [11]Zhang,Y.,Sause,R.,J.Ricles,et al.Modified Predictorcorrector Numerical Scheme for Real-time Pseudo Dynamic Tests Using State-space Formulation[J].Earthquake Engineering and Structural Dynamics,2005,34(3):271-288.
    [12]王向英.结构地震模拟振动台混合试验方法研究[D].哈尔滨:哈尔滨工业大学,2010.
    [13]Horiuchi,T.Development of a real-time hybrid experimental system with actuator delay compensation(1st report)[J].Japan Proceedings of Mechanical Institute,1995,61(54):64-72.
    [14]田石柱,李暄,殴进萍.结构主动控制系统时间滞后测量与补偿方法[J].地震工程与工程振动,2000,20(4):101-105.
    [15]王倩颖,吴斌,欧进萍.考虑作动器时滞及其补偿的实时子结构实验稳定性分析[J].工程力学,2007,24(2):9-14.

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