考虑土-结构相互作用下不规则建筑振动控制进展
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摘要
国际上大多被动、主动和半主动控制都是基于结构的动力特性设计的。然而,对于建造于软弱地基上结构,土-结构相互作用(SSI)效应比较强烈,致使土-结构相互作用体系的动力特性发生改变,而这种改变将在很大程度上影响结构振动控制的效果。因此,在结构振动控制设计时,需要定量地考虑SSI的影响。首先,综述了考虑SSI效应研究结构被动控制、主动控制和半主动控制的进展。接着,广泛地评述了考虑SSI效应研究不规则建筑振动控制的进展。接着,建议了考虑SSI效应研究不规则建筑半主动控制的展望。最后,指出了考虑SSI弹性和弹塑性不规则建筑基于支持向量机半主动控制的研究前景。
Intensive soil-structure interaction(SSI) effects for structures built on soft soil give rise to the perturbations in their dynamic characteristics,which will significantly deteriorate the effectiveness of structural vibration control.Therefore,there is a need of quantitatively including SSI into consideration in the design of structural vibration control.An overview was rendered on the studies of the passive,active,and semi-active control for structures considering SSI effects.A comprehensive survey was given on the earthquake vibration control for asymmetric buildings with consideration of SSI.Then the future directions of semi-active control for asymmetric buildings were proposed taking SSI into account.Finally,the support vector machine(SVM) based semi-active control was highighted on both the elastic and inelastic asymmetric buildings including SSI effects into consideration.
Intensive soil-structure interaction(SSI) effects for structures built on soft soil give rise to the perturbations in their dynamic characteristics,which will significantly deteriorate the effectiveness of structural vibration control.Therefore,there is a need of quantitatively including SSI into consideration in the design of structural vibration control.An overview was rendered on the studies of the passive,active,and semi-active control for structures considering SSI effects.A comprehensive survey was given on the earthquake vibration control for asymmetric buildings with consideration of SSI.Then the future directions of semi-active control for asymmetric buildings were proposed taking SSI into account.Finally,the support vector machine(SVM) based semi-active control was highighted on both the elastic and inelastic asymmetric buildings including SSI effects into consideration.
引文
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[4]Wu J N,Chen G D,Lou M L.Seismic effectiveness of tunedmass dampers considering soil-structure interaction[J].Earthquake Engineering and Structural Dynamics 1999,28(11):1219-1233.
[5]Ghosh A,Basu B.Effect of soil interaction on theperformance of tuned mass dampers for seismic applications[J].Journal of Sound and Vibration,2004,274:1079-1090.
[6]Ghosh A,Basu B.Effect of soil interaction on theperformance of liquid column dampers for seismic applications[J].Earthquake Engineering and Structural Dynamics,2005,34(11):1375-1389.
[7]Trifunac M D,Iranovic S S,Todorovska M I.Apparentperiods of a building.I:Fourier analysis[J].Journal ofStructural Engineering,2001,127(5):517-526.
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[10]郭阳照,周云,邓雪松.SSI效应对粘弹性阻尼结构减震效果的影响分析[J].防灾减灾工程学报,2009,29(3):313-319.
[11]于旭,宰金珉,王志华.土-结构相互作用对铅芯橡胶支座隔震结构的影响[J].自然灾害学报,2009,18(3):146-152.
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[14]Luco J E.A simple model for structural control including soil-structure interaction effects[J].Earthquake Engineering andStructural Dynamics,1998,27:225-242.
[15]Smith H A,Wu W H,Borja R I.Structural controlconsidering soil-structure interaction effects[J].EarthquakeEngineering and Structural Dynamics,1994,23:609-626.
[16]Alam S,Baba S.Robust active optimal control schemeincluding soil-structure interaction[J].Journal of StructuralEngineering,ASCE,1993,119(9):2533-2551.
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[18]Zhang X Z,Cheng F Y,Fiang H P.Hybrid actuator-damper-bracing control(HDABC)system with intelligent strategy andsoil-structure interaction[J].Engineering Structures,2006,28(14):2010-2022.
[19]杨宏,邹立华,黄丽彬,等.土-结构相互作用对结构主动控制的影响研究[J].振动与冲击,2009,28(3):98-101,124.
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[21]Lee S K,Lee S H,Min K W,et al.Performance evaluationof an MR damper in building structures considering soil-structure interaction effects[J].Struct.Design Tall Spec.Build,2007,in press.
[22]Wang J F,Lin C C.Seismic performance of multiple tunedmass dampers for soil irregular building interaction systems[J].International Journal of Solids and Structures,2005,42:5536-5554.
[23]Carlos E.Segu'1n,Juan C.de la Llera,Jos'e L.Almaz'an.Base-structure interaction of linearly isolated structures withlateral-torsional coupling[J].Engineering Structures,2008,30:110-125.
[24]顾新花.粘滞液体阻尼器对单层偏心结构减震行为的研究[D].上海:上海大学,2010.
[25]Arfiadi Y,Hadi M N S.Passive and active control of three-dimensional buildings[J].Earthquake-Engineering andStructural Dynamics,2000,29(3):377-396.
[26]Ahlawat A S,Ramaswamy A.Multiobjective optimal FLCdriven hybrid mass damper system for torsionally coupled,seismically excited structures[J].Earthquake Engineeringand Structural Dynamics,2002,31(12):2121-2139.
[27]Li Chunxiang,Li Jinhua,Yu Zhiqiang,et al.Performanceand parametric study of active multiple tuned mass dampersfor asymmetric structures under ground acceleration[J].Journal of Mechanics of Materials and Structures,2009,4(3):571-558.
[28]Li Chunxiang,Li Jinhua,Qu Yan.An optimum designmethodology of active tuned mass damper for asymmetricstructures.Mechanical Systems and Signal Processing,2009,in press,doi:10.1016/j.ymssp,2009.09.011.
[29]李春祥,韩兵康,张丽卿.地震作用下偏心结构最优ATMD控制的冲程评价[J].振动与冲击,2007,26(6):41-46.
[30]李春祥,朱碧蕾,张丽卿.地震作用下不规则建筑ATMD控制的动力特性研究[J].振动与冲击,2007,26(12):88-95.
[31]李春祥,王超,张丽卿.基于Kanai-Tajimi地震模型不规则建筑AMTMD减震行为的研究[J].振动与冲击,2007,26(10):68-75.
[32]李春祥,许志民,张丽卿.主动调谐质量阻尼器对不规则建筑的减震行为研究[J].振动与冲击,2008,27(1):76-83,88.
[33]李春祥,张丽卿.地震作用下不规则建筑AMTMD控制的动力特性-I:平动振动控制[J].振动与冲击,2007,26(8):44-49.
[34]李春祥,张丽卿.地震作用下不规则建筑AMTMD控制的动力特性-II:扭转振动控制[J].振动与冲击,2007,26(8):50-54.
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[36]李春祥,瞿燕,王超,等.土-不规则建筑-AMTMD相互作用系统的最优性能研究[J].振动与冲击,2008,27(10):10-14.
[37]Li Chunxiang,Yu Zhiqiang,Xiong Xueyu,et al.Activemultiple-tuned mass dampers for asymmetric structuresconsidering soil-structure interaction.Structural Control andHealth Monitoring,in press,doi:10.1002/stc.326.
[38]李春祥,钟秋云,王超.基于地震模型土-不规则建筑-AMTMD相互作用系统的最优性能[J].振动与冲击,2010,29(4):69-72,76.
[39]Lin C C,Chang C C,Wang J F.Active control of irregularbuilding considering soil-structure interaction effects[J].SoilDynamics and Earthquake Engineering,2010,30(3):98-109.
[40]Rakesh K G.Seismic response of linear and non-linearasymmetric systems with non-linear fluid viscous dampers[J].Earthquake Engineering and Structural Dynamics,2005,34:825-846.
[41]Marcos Garcia,Juan C.de la Llera,Jose L.Almazan.Torsional balance of plan asymmetric structures withviscoelastic dampers[J].Engineering Structures,in press.
[42]Ignacio J.Vial,Juan C.de la Llera,Jose L.Almazan,etal.Torsional balance of plan-asymmetric structures withfrictional dampers:Experimental results[J].EarthquakeEngineering and Structural Dynamics,2006,35(15):1875-1898.
[43]Yoshida O,Dyice S F,Giacosa L M,et al.Experimentalverification of torsional response control of asymmetricbuildings using MR dampers[J].Earthquake Engineeringand structural Dynamics,2003,32:2085-2105.
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