土-结构相互作用下消能减震结构损伤分析
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摘要
基于系统化的集总参数模型表征土体动力特性,上部结构每层恢复力模型采用Takeda滞回模型,研究了地震动输入强度和土体剪切波速对消能减震结构损伤指数的影响。研究结果表明:无论是否考虑土-结构相互作用,随着结构阻尼比的增加,消能减震结构的损伤指数都得到了有效降低;考虑土-结构相互作用后,在峰值加速度为0.1g地震动作用下,非减震结构随着土体剪切波速的下降结构损伤指数基本不变,而对于消能减震结构,随着土体剪切波速的下降结构损伤指数会上升;当地震动峰值加速度增加到0.3g时,非减震结构与减震结构随着土体剪切波速的下降,结构损伤指数随之增大。
The influence of soil-structure interaction(SSI) on Park-Ang damage index(PADI) of energy dissipating structures was investigated under seismic excitation.A systematic lumped-parameter model was used to represent dynamic impedance function of foundation-soil.The structure was assumed to be shear-type system which was based on the Takeda hysteretic model.Two parameters were used as the key parameters:peak ground motion acceleration of earthquakes and soil shear wave velocity.It is found in this study that,for the structures without energy dissipation devices,decreasing soil shear wave velocity has very little effect on PADI when peak ground motion acceleration is 0.1g.However,for the structures with energy dissipation devices,decreasing soil shear wave velocity increases PADI when peak ground motion acceleration is 0.1g.In additon,for the structures with energy dissipation devices and without energy dissipation devices,decreasing soil shear wave velocity increases PADI when peak ground motion acceleration is 0.3g.
The influence of soil-structure interaction(SSI) on Park-Ang damage index(PADI) of energy dissipating structures was investigated under seismic excitation.A systematic lumped-parameter model was used to represent dynamic impedance function of foundation-soil.The structure was assumed to be shear-type system which was based on the Takeda hysteretic model.Two parameters were used as the key parameters:peak ground motion acceleration of earthquakes and soil shear wave velocity.It is found in this study that,for the structures without energy dissipation devices,decreasing soil shear wave velocity has very little effect on PADI when peak ground motion acceleration is 0.1g.However,for the structures with energy dissipation devices,decreasing soil shear wave velocity increases PADI when peak ground motion acceleration is 0.1g.In additon,for the structures with energy dissipation devices and without energy dissipation devices,decreasing soil shear wave velocity increases PADI when peak ground motion acceleration is 0.3g.
引文
[1]Housner G W,Bergman L A,Caughey T K,et al.Structural control:past,present,and future[J].Journal of Engineering Mechanic,ASCE,1997,123(9):897-971.
[2]周福霖.工程结构减震控制[M].北京:地震出版社,1997:1-10.(ZHOU Fulin.Seismic control inengineering structures[M].Beijing:SeismologicalPress,1997:1-10.(in Chinese))
[3]Powell G H,Allahabad A.Seismic damage predictionby deterministic method:concept and procedures[J].Earthquake Engineering and Structural Dynamics,1988,16(5):719-734.
[4]杜修力,欧进萍.建筑结构地震破坏评估模型[J].世界地震工程,1991,7(3):52-58.(DU Xiuli,OUJinping.Seismic damage model for building structures[J].World Earthquake Engineering,1991,7(3):52-58.(in Chinese))
[5]Chai Y H,Romstad K M,Bird S M.Energy-basedlinear damage model for high-intensity seismic loading[J].Journal of Structural Engineering,ASCE,1995,121(5):857-864.
[6]牛荻涛,任利杰.改进的钢筋混凝土结构双参数地震破坏模型[J].地震工程与工程振动,1996,16(4):44-54.(NIU Ditao,REN Lijie.A modifiedseismic damage model with double variables forreinforced concrete structures[J].EarthquakeEngineering and Engineering Vibration,1996,16(4):44-54.(in Chinese))
[7]Park Y J,Ang A H S.Mechanistic seismic damagemodel for reinforce concrete[J].Journal of StructuralEngineering,ASCE,1985,111(4):722-739.
[8]欧进萍,何政,吴斌,等.钢筋混凝土结构的地震损伤控制设计[J].建筑结构学报,2000,21(1):63-71.(OU Jinping,HE Zheng,WU Bin,et al.Seismicdamage control design of reinforced concrete structures[J].Journal of Building Structures,2000,21(1):63-70.(in Chinese))
[9]欧进萍,何政,吴斌,等.钢筋混凝土结构基于地震损伤性能的设计[J].地震工程与工程振动,1999,19(1):21-30.(OU Jinpin,HE Zheng,WU Bin,et al.Seismic damage performance-based design ofreinforced concrete[J].Earthquake Engineering andEngineering Vibration,1999,19(1):21-30.(inChinese))
[10]杨伟,欧进萍.基于能量原理的Park-Ang损伤模型简化计算方法[J].地震工程与工程振动,2009,29(2):159-165.(YANG Wei,OU Jinping.Seismicdamage control design of reinforced concrete structures[J].Earthquake Engineering and EngineeringVibration,2009,29(2):159-165.(in Chinese))
[11]刘哲锋,沈蒲生,朱建华.地震动参数对高层混合结构破坏的影响[J].湖南大学学报:自然科学版,2008,35(3):1-5.(LIU Zhefeng,SHEN Pusheng,ZHU Jianhua.Effect of earthquake ground motioncharacteristics on the seismic damage of hybridstructures[J].Journal of Hunan University:NaturalSciences,2008,35(3):1-5.(in Chinese))
[12]裴星洙,赵光伟,李鹏,等.消能减震结构的损伤集中分布研究[J].工程力学,2007,24(增刊I):123-128.(PEI Xingzhu,ZHAO Guangwei,LI Peng,et al.Convergent distribution of the damage of energydissipation system[J].Engineering Mechanics,2007,24(suppl.I):123-128.(in Chinese))
[13]Chopra A K,Gutierrez J A.Earthquake responseanalysis of multistory building including foundationinteraction[J].Earthquake Engineering and StructuralDynamics,1974,3(1):65-77.
[14]Novak M.Effect of soil on structural response to windand earthquake[J].Earthquake Engineering andStructural Dynamics,1974,3(1):79-96.
[15]Constantinou M C,Kneifat M.Dynamics of soil-base-isolated structure systems[J].Journal of StructuralEngineering,ASCE,1988,114(l):211-221.
[16]宋和平,吕西林.土体-结构相互作用对消能减震结构的影响[J].地震工程与工程振动,2009,29(1):162-168.(SONG Heping,LU Xilin.Influence of soil-structure-interaction on energy dissipating structures[J].Earthquake Engineering and EngineeringVibration,2009,29(1):162-168.(in Chinese))
[17]张兆超.土-结构动力相互作用在消能减震控制中的作用探讨与研究[D].长沙:湖南大学,2009:67-68.(ZHANG Zhaochao.The research and discussionon the role of soil-structure dynamic interaction in thecontrol of energy dissipation[D].Changsha:HunanUniversity,2009:67-68.(in Chinese))
[18]Lin Y Y,Tsai M H,Hwang J S,et al.Directdisplacement-based design for building with passiveenergy dissipation systems[J].Engineering Structures,2003,25(l):25-37.
[19]Wu W H,Lee W H.Systematic lumped-parametermodels for foundations based on polynomial-fractionapproximation[J].Earthquake Engineering andStructural Dynamics,2002,31(7):1383-1412.
[20]Bertero R D,Bertero V V.Performance-based seismicengineering:the need for a reliable conceptualcomprehensive approach[J].Earthquake Engineeringand Structural Dynamics,2002,31(3):627-652.
[21]Chuanromanee O.The influence of soil-structureinteraction on the seismic response of structures withhigh damping[D].Michigan:University of Michigan,1995:8-10.
[2]周福霖.工程结构减震控制[M].北京:地震出版社,1997:1-10.(ZHOU Fulin.Seismic control inengineering structures[M].Beijing:SeismologicalPress,1997:1-10.(in Chinese))
[3]Powell G H,Allahabad A.Seismic damage predictionby deterministic method:concept and procedures[J].Earthquake Engineering and Structural Dynamics,1988,16(5):719-734.
[4]杜修力,欧进萍.建筑结构地震破坏评估模型[J].世界地震工程,1991,7(3):52-58.(DU Xiuli,OUJinping.Seismic damage model for building structures[J].World Earthquake Engineering,1991,7(3):52-58.(in Chinese))
[5]Chai Y H,Romstad K M,Bird S M.Energy-basedlinear damage model for high-intensity seismic loading[J].Journal of Structural Engineering,ASCE,1995,121(5):857-864.
[6]牛荻涛,任利杰.改进的钢筋混凝土结构双参数地震破坏模型[J].地震工程与工程振动,1996,16(4):44-54.(NIU Ditao,REN Lijie.A modifiedseismic damage model with double variables forreinforced concrete structures[J].EarthquakeEngineering and Engineering Vibration,1996,16(4):44-54.(in Chinese))
[7]Park Y J,Ang A H S.Mechanistic seismic damagemodel for reinforce concrete[J].Journal of StructuralEngineering,ASCE,1985,111(4):722-739.
[8]欧进萍,何政,吴斌,等.钢筋混凝土结构的地震损伤控制设计[J].建筑结构学报,2000,21(1):63-71.(OU Jinping,HE Zheng,WU Bin,et al.Seismicdamage control design of reinforced concrete structures[J].Journal of Building Structures,2000,21(1):63-70.(in Chinese))
[9]欧进萍,何政,吴斌,等.钢筋混凝土结构基于地震损伤性能的设计[J].地震工程与工程振动,1999,19(1):21-30.(OU Jinpin,HE Zheng,WU Bin,et al.Seismic damage performance-based design ofreinforced concrete[J].Earthquake Engineering andEngineering Vibration,1999,19(1):21-30.(inChinese))
[10]杨伟,欧进萍.基于能量原理的Park-Ang损伤模型简化计算方法[J].地震工程与工程振动,2009,29(2):159-165.(YANG Wei,OU Jinping.Seismicdamage control design of reinforced concrete structures[J].Earthquake Engineering and EngineeringVibration,2009,29(2):159-165.(in Chinese))
[11]刘哲锋,沈蒲生,朱建华.地震动参数对高层混合结构破坏的影响[J].湖南大学学报:自然科学版,2008,35(3):1-5.(LIU Zhefeng,SHEN Pusheng,ZHU Jianhua.Effect of earthquake ground motioncharacteristics on the seismic damage of hybridstructures[J].Journal of Hunan University:NaturalSciences,2008,35(3):1-5.(in Chinese))
[12]裴星洙,赵光伟,李鹏,等.消能减震结构的损伤集中分布研究[J].工程力学,2007,24(增刊I):123-128.(PEI Xingzhu,ZHAO Guangwei,LI Peng,et al.Convergent distribution of the damage of energydissipation system[J].Engineering Mechanics,2007,24(suppl.I):123-128.(in Chinese))
[13]Chopra A K,Gutierrez J A.Earthquake responseanalysis of multistory building including foundationinteraction[J].Earthquake Engineering and StructuralDynamics,1974,3(1):65-77.
[14]Novak M.Effect of soil on structural response to windand earthquake[J].Earthquake Engineering andStructural Dynamics,1974,3(1):79-96.
[15]Constantinou M C,Kneifat M.Dynamics of soil-base-isolated structure systems[J].Journal of StructuralEngineering,ASCE,1988,114(l):211-221.
[16]宋和平,吕西林.土体-结构相互作用对消能减震结构的影响[J].地震工程与工程振动,2009,29(1):162-168.(SONG Heping,LU Xilin.Influence of soil-structure-interaction on energy dissipating structures[J].Earthquake Engineering and EngineeringVibration,2009,29(1):162-168.(in Chinese))
[17]张兆超.土-结构动力相互作用在消能减震控制中的作用探讨与研究[D].长沙:湖南大学,2009:67-68.(ZHANG Zhaochao.The research and discussionon the role of soil-structure dynamic interaction in thecontrol of energy dissipation[D].Changsha:HunanUniversity,2009:67-68.(in Chinese))
[18]Lin Y Y,Tsai M H,Hwang J S,et al.Directdisplacement-based design for building with passiveenergy dissipation systems[J].Engineering Structures,2003,25(l):25-37.
[19]Wu W H,Lee W H.Systematic lumped-parametermodels for foundations based on polynomial-fractionapproximation[J].Earthquake Engineering andStructural Dynamics,2002,31(7):1383-1412.
[20]Bertero R D,Bertero V V.Performance-based seismicengineering:the need for a reliable conceptualcomprehensive approach[J].Earthquake Engineeringand Structural Dynamics,2002,31(3):627-652.
[21]Chuanromanee O.The influence of soil-structureinteraction on the seismic response of structures withhigh damping[D].Michigan:University of Michigan,1995:8-10.
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