大震下智能隔震结构的能量响应分析
|
摘要
采用Bouc-Wen模型描述结构的非线性性质,建立了大震下智能隔震结构的绝对运动方程和瞬时能量方程。建立滞变结构状态空间表达式,以作者所在课题组的序列最优控制算法作为半主动智能隔震控制率,求解出结构的非线性地震响应。明确了瞬时输入能与结构位移响应最大值之间的对应关系,据此对智能隔震结构的减震性能作出评价。最后通过对具体算例的分析比较揭示了智能隔震结构在有效减小隔震层位移,控制上部结构响应方面的优越性。
In this paper,Bouc-Wen hysteresis model is adopted to describe the hysteretic properties of smart isolations and established the absolute motion and momentary energy equations of structures under major earthquake.Non-linear response of structure is carried out by state space equation combine with Range-Khuta and Sequential Optimal Control(SOC)suggested by author's research team.Analysis of the relationship between displacement and energy is done and some primary energy response indices are selected to evaluate control efficiency of isolated systems.At the end of the paper,a real isolated building is employed as a numerical example to compare effects of different control methods.The result shows the superiority of smart isolated structures in reducing the displacement of isolated layer and controlling the response of super structure.
In this paper,Bouc-Wen hysteresis model is adopted to describe the hysteretic properties of smart isolations and established the absolute motion and momentary energy equations of structures under major earthquake.Non-linear response of structure is carried out by state space equation combine with Range-Khuta and Sequential Optimal Control(SOC)suggested by author's research team.Analysis of the relationship between displacement and energy is done and some primary energy response indices are selected to evaluate control efficiency of isolated systems.At the end of the paper,a real isolated building is employed as a numerical example to compare effects of different control methods.The result shows the superiority of smart isolated structures in reducing the displacement of isolated layer and controlling the response of super structure.
引文
[1]YaoJ T P.Concept of structure control[J].Structural Div,ASCE,1972,98(ST7):1567～1574
[2]杜永峰.被动与智能隔震结构地震响应分析及控制算法[D].大连:大连理工大学,2003
[3]Chia-ming Uang,Vitelmo V Bertero.Evaluation of seismic energy in structures[J].Earthquake Engineering and Structural Dynamics,1990,19:77～90
[4]Sues R H,Mau S T,Wen Y K.Systems Identification of Degrading Hysteretic Restoring Force[J].Journal of Engineering Mechanics,1988,114:833～846
[5]Norio Hori,Norio Inoue.Damaging properties of ground motions and prediction of maximum response of structures based on momentary energy response[J].Earthquake Engineering and Structural Dynamics,2002,31:1657～1679
[6]杜永峰,李慧.地震下结构振动最优控制算法模型的比较和改进[J].世界地震工程,2005,21(3):57～63
[7]党育,杜永峰,李慧,韩建平.基础隔震结构的耗能分析[J].世界地震工程,2005,21(3):100～104
[2]杜永峰.被动与智能隔震结构地震响应分析及控制算法[D].大连:大连理工大学,2003
[3]Chia-ming Uang,Vitelmo V Bertero.Evaluation of seismic energy in structures[J].Earthquake Engineering and Structural Dynamics,1990,19:77～90
[4]Sues R H,Mau S T,Wen Y K.Systems Identification of Degrading Hysteretic Restoring Force[J].Journal of Engineering Mechanics,1988,114:833～846
[5]Norio Hori,Norio Inoue.Damaging properties of ground motions and prediction of maximum response of structures based on momentary energy response[J].Earthquake Engineering and Structural Dynamics,2002,31:1657～1679
[6]杜永峰,李慧.地震下结构振动最优控制算法模型的比较和改进[J].世界地震工程,2005,21(3):57～63
[7]党育,杜永峰,李慧,韩建平.基础隔震结构的耗能分析[J].世界地震工程,2005,21(3):100～104
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