多自由度等效力控制拟动力子结构试验研究
|
摘要
该文以三层框支配筋砌块短肢砌体剪力墙子结构足尺模型为基础,将等效力控制方法应用到试验子结构为多自由度结构模型的拟动力子结构试验中,通过数值模拟和试验结果,表明该方法具有很好的鲁棒性,可以完成试验子结构为多自由度复杂试验模型的拟动力子结构试验。
based on the full-scale three-storey frame-supported reinforced concrete short-leg masonry shear wall substructure test model,this paper applied the equivalent force control(EFC) method to the substructure pseudo-dynamic test for the physical substructure model,a multi-degree of freedom(MDOF) structural system.The feasibility of the EFC method for the physical substructure model,a MDOF system have been demonstrated with the numerical simulations and the testing results of the full-scale test model.
based on the full-scale three-storey frame-supported reinforced concrete short-leg masonry shear wall substructure test model,this paper applied the equivalent force control(EFC) method to the substructure pseudo-dynamic test for the physical substructure model,a multi-degree of freedom(MDOF) structural system.The feasibility of the EFC method for the physical substructure model,a MDOF system have been demonstrated with the numerical simulations and the testing results of the full-scale test model.
引文
[1]Hakuno M,Shidowara M,Hara T.Dynamic destructive test of a cantilever beam,controlled by an analog-computer[J].Transaction of the Japan Society of Civil Engineering,1969,171(12):1―9.
[2]Nakashima M.Stability and accuracy of integration techniques in pseudo dynamic testing[R].Research Paper No.105,Bldg.Res.Inst.,Ministry of Constr.,Tsukuba,Japan,Mar.1984.
[3]邱法维.拟动力实验中的数值积分方法[J].哈尔滨建筑工程学院学报,1994,27(3):120―127.Qiu Fawei.Numerical Integration algorithm in pseudodynamic testing[J].Journal of Harbin University of Civil Engineering and Architecture,1994,27(3):120―127.(in Chinese)
[4]Nakashima M,Kaminosono T.Integration techniques for substructure pseudo dynamic test[C].Proceedings of Fourth U.S.National Conference on Earthquake Engineering,California,1990,2:515―524.
[5]Hilber H M,Hugher T R,Taylor R L.Improved numerical dissipation for time integration algorithms in structural dynamics[J].Earthquake Engineering and Structural Dynamics,1977,5(2):283―292.
[6]Dermitzalds S N,Mahin S A.Development of substructuring technique for on-line computer controlled seismic performance testing[R].University of California,Berkeley,Report No.UCB/EERC-85/04,1985.
[7]Chang S Y.Explicit pseudodynamic algorithm with unconditional stability[J].Journal of Engineering Mechanics,2002,128(9):935―947.
[8]王焕定,张永山,王伟,张英.非线性结构时程分析的高阶单步法[J].地震工程与工程振动,1996,16(3):48―53.Wang Huanding,Zhang Yongshan,Wang Wei,Zhang Ying.The high order single step method for seismic response analysis of non-linear structures[J].Earthquake Engineering and Engineering Vibration,1996,16(3):48―53.(in Chinese)
[9]王凤来,陈再现,王焕定,刘洧骥.高阶单步力控制拟动力试验方法研究[J].地震工程与工程振动,2008,28(6):233―238.Wang Fenglai,Chen Zaixian,Wang Huanding,Liu Weiji.High-order single-step method for force-control pseudo-dynamic test[J].Journal of Earthquake Engineering and Engineering Vibration,2008,28(6):233―238.(in Chinese)
[10]王凤来,陈再现,王焕定,刘洧骥.高阶单步拟动力子结构试验算法[J].同济大学学报(自然科学版),2009,37(4):449―453.Wang Fenglai,Chen Zaixian,Wang Huanding,Liu Weiji.High order single step substructure pseudo-dynamic testing algorithm[J].Journal of Tongji University(Natural Science),2009,37(4):449―453.(in Chinese)
[11]Dimig J,Shield C,French C,Bailey F,Clark A.Effective force testing:a method of seismic simulation for structural testing[J].Journal of Structural Engineering,1999,125(9):1028―1037.
[12]Shield Carol K,French Catherine W,John Timm.Development and implementation of the effective force testing method for seismic simulation of large-scale structures[J].The Royal Society,2001,359(1786):1911―1929.
[13]Pan Peng,Masayoshi Nakashima,Hiroshi Tomofuji.Online test using displacement-force mixed control[J].Earthquake Engineering and Structural Dynamics,2005,34(8):869―888.
[14]Wu Bin,Wang Qianying,Shing Benson P,Ou Jinping.Equivalent force method for generalized real-time substructure testing with implicit integration[J].Earthquake Engineering and Structure Dynamics,2007,36:1127―1149.
[15]王凤来,陈再现,刘洧骥,王焕定.底层框支配筋砌块短肢砌体剪力墙结构抗震性能试验[J].建筑砌块与砌块建筑,2008(5):5―9.Wang Fenglai,Chen Zaixian,Liu Weiji,Wang Huanding.Experimental study on the seismic behavior of a frame-supported reinforced masonry short-limb shear wall structure[J].Building Block and Block Building,2008(5):5―9.(in Chinese)
[16]王倩颖.实时子结构试验方法及其应用[D].哈尔滨:哈尔滨工业大学,2007.Wang Qianying.Real-time substructure testing method and its application[D].Harbin:Harbin Institute of Technology,2007.(in Chinese)
[17]冯涛.实时子结构试验的无超调等效力控制方法[D].哈尔滨:哈尔滨工业大学,2007.Feng Tao.Equivalent force control method without overshoot for real-time substructure testing[D].Harbin:Harbin Institute of Technology,2007.(in Chinese)
[18]Wu B,Wang X,Wang Q.Sliding mode control of servohydraulic testing system and its application to real-time substructure testing[C].Proceedings of 4th National Conference on Structural Control,Dalian,China,2004.
[19]Wagg D J,Stoten D P.Substructuring of dynamical systems via the adaptive minnimal control synthesis algorithm[J].Earthquake Engineering and Structural Dynamics,2001,30:865―877.
[2]Nakashima M.Stability and accuracy of integration techniques in pseudo dynamic testing[R].Research Paper No.105,Bldg.Res.Inst.,Ministry of Constr.,Tsukuba,Japan,Mar.1984.
[3]邱法维.拟动力实验中的数值积分方法[J].哈尔滨建筑工程学院学报,1994,27(3):120―127.Qiu Fawei.Numerical Integration algorithm in pseudodynamic testing[J].Journal of Harbin University of Civil Engineering and Architecture,1994,27(3):120―127.(in Chinese)
[4]Nakashima M,Kaminosono T.Integration techniques for substructure pseudo dynamic test[C].Proceedings of Fourth U.S.National Conference on Earthquake Engineering,California,1990,2:515―524.
[5]Hilber H M,Hugher T R,Taylor R L.Improved numerical dissipation for time integration algorithms in structural dynamics[J].Earthquake Engineering and Structural Dynamics,1977,5(2):283―292.
[6]Dermitzalds S N,Mahin S A.Development of substructuring technique for on-line computer controlled seismic performance testing[R].University of California,Berkeley,Report No.UCB/EERC-85/04,1985.
[7]Chang S Y.Explicit pseudodynamic algorithm with unconditional stability[J].Journal of Engineering Mechanics,2002,128(9):935―947.
[8]王焕定,张永山,王伟,张英.非线性结构时程分析的高阶单步法[J].地震工程与工程振动,1996,16(3):48―53.Wang Huanding,Zhang Yongshan,Wang Wei,Zhang Ying.The high order single step method for seismic response analysis of non-linear structures[J].Earthquake Engineering and Engineering Vibration,1996,16(3):48―53.(in Chinese)
[9]王凤来,陈再现,王焕定,刘洧骥.高阶单步力控制拟动力试验方法研究[J].地震工程与工程振动,2008,28(6):233―238.Wang Fenglai,Chen Zaixian,Wang Huanding,Liu Weiji.High-order single-step method for force-control pseudo-dynamic test[J].Journal of Earthquake Engineering and Engineering Vibration,2008,28(6):233―238.(in Chinese)
[10]王凤来,陈再现,王焕定,刘洧骥.高阶单步拟动力子结构试验算法[J].同济大学学报(自然科学版),2009,37(4):449―453.Wang Fenglai,Chen Zaixian,Wang Huanding,Liu Weiji.High order single step substructure pseudo-dynamic testing algorithm[J].Journal of Tongji University(Natural Science),2009,37(4):449―453.(in Chinese)
[11]Dimig J,Shield C,French C,Bailey F,Clark A.Effective force testing:a method of seismic simulation for structural testing[J].Journal of Structural Engineering,1999,125(9):1028―1037.
[12]Shield Carol K,French Catherine W,John Timm.Development and implementation of the effective force testing method for seismic simulation of large-scale structures[J].The Royal Society,2001,359(1786):1911―1929.
[13]Pan Peng,Masayoshi Nakashima,Hiroshi Tomofuji.Online test using displacement-force mixed control[J].Earthquake Engineering and Structural Dynamics,2005,34(8):869―888.
[14]Wu Bin,Wang Qianying,Shing Benson P,Ou Jinping.Equivalent force method for generalized real-time substructure testing with implicit integration[J].Earthquake Engineering and Structure Dynamics,2007,36:1127―1149.
[15]王凤来,陈再现,刘洧骥,王焕定.底层框支配筋砌块短肢砌体剪力墙结构抗震性能试验[J].建筑砌块与砌块建筑,2008(5):5―9.Wang Fenglai,Chen Zaixian,Liu Weiji,Wang Huanding.Experimental study on the seismic behavior of a frame-supported reinforced masonry short-limb shear wall structure[J].Building Block and Block Building,2008(5):5―9.(in Chinese)
[16]王倩颖.实时子结构试验方法及其应用[D].哈尔滨:哈尔滨工业大学,2007.Wang Qianying.Real-time substructure testing method and its application[D].Harbin:Harbin Institute of Technology,2007.(in Chinese)
[17]冯涛.实时子结构试验的无超调等效力控制方法[D].哈尔滨:哈尔滨工业大学,2007.Feng Tao.Equivalent force control method without overshoot for real-time substructure testing[D].Harbin:Harbin Institute of Technology,2007.(in Chinese)
[18]Wu B,Wang X,Wang Q.Sliding mode control of servohydraulic testing system and its application to real-time substructure testing[C].Proceedings of 4th National Conference on Structural Control,Dalian,China,2004.
[19]Wagg D J,Stoten D P.Substructuring of dynamical systems via the adaptive minnimal control synthesis algorithm[J].Earthquake Engineering and Structural Dynamics,2001,30:865―877.
版权所有：© 2023 中国地质图书馆 中国地质调查局地学文献中心