共查询到18条相似文献,搜索用时 46 毫秒
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结构主动控制计算机仿真及算法比较 总被引:1,自引:0,他引:1
概述了结构主动控制计算机仿真的目的,阐述了仿真程序设计流程,讨论了经典最优控制算法,瞬时最优控制算法和KCE控制算法的优点和缺点,仿真分析了这些算法的控制效果,并进行了分析和比较。 相似文献
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主动变刚度/阻尼控制算法研究 总被引:8,自引:2,他引:8
建立了主动变刚度/阻尼控制系统的理论模型;基于瞬时最优控制算法推导了AVSD系统的开关控制律,并从控制结构的层间位移出发提出了一种直接根据结构动力反应符号确定的开关控制律。 相似文献
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设计出一种新型主动变刚度阻尼装置,该装置可向受控结构提供两种等效刚度,使受控结构能主动地避开地震动卓越频率而永远处于非共振的状态。基于变结构控制理论的滑动模态控制算法,推导了该新型阻尼器的两种开关控制律。仿真分析结果表明,这种新型主动变刚度阻尼器的减震效果是非常明显的,可取得明显优于被动控制的减震效果。两种控制律中,连续型滑动模态控制律可以更充分地发挥该新型阻尼器的性能,取得更好的控制效果。 相似文献
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主动变刚度结构的动力卸载效应 总被引:3,自引:1,他引:3
本文讨论了主动变刚度结构体系AVS(Active Variable Stiffness)的动力卸载效应。结构体系中的AVS控制器关闭或开启瞬时,结构系统刚度分布发生突变,通常也伴随着对系统的能量输入或输出,使得该瞬时结构体系相应受到—加速度增量作用,此增量的方向与结构加速度方向相反,能有效地抑制结构体系的刚度不变层向刚度突变层的动力卸载。此外,文中分析了AVS控制器闭合或开启引起的结构体系相对于原结构的第i阶自振频率摄动,进而讨论了AVS控制器的开关控制律和结构的自振频率摄动及动力卸载效应的相互关系。理论分析和计算结果表明:在合理的结构变形位置闭合或开启AVS控制器,动力卸载效应对结构体系的不利作用及结构体系的频率特性相对于原结构改变很小。 相似文献
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介绍了一种具有自主知识产权的新型开关控制型半主动控制系统——主动变刚度.阻尼(AVS.D)系统的减振控制机理,建立了AVS.D结构振动控制体系的运动方程。为了合理补偿AVS.D系统实时控制过程中不可避免地存在着的控制时滞,本文提出一种预测最优控制算法,推导了其开关控制律。为了检验AVS.D系统的减震控制效果及预测最优控制算法的有效性,我们设计研制出AVS.D装置,编制了AVS.D系统预测最优控制的实时控制软件,在某单层钢框架模型上进行了AVS.D系统的模拟地震振动台试验,比较了不同控制方式时的减震效果。研究结果表明,本文所提出的预测最优控制算法是非常有效的,可推广应用于所有开关控制型半主动控制系统。AVS.D系统具有反应放大功能,经济可靠、安全有效,可望有较好的工程应用前景。 相似文献
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本文充分考虑了实际工程应用中的诸多因素,成功地研制了40吨足尺变刚度控制系统并对其进行了性能试验,实现了模型试验到实用样机的转化,性能试验结果表明,该足系统的性能满足各项设计技术要求,系统滞回曲线说明系统充分发挥了可变刚度的吸能,释能减振控制作用,在此基础上,文中研究了足尺系统的设计与控制算法,试验工况与试验结果以及计算模型。 相似文献
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变刚度半主动结构振动控制的试验研究 总被引:8,自引:0,他引:8
本文成功地完成了五层框架的变刚度半主动结构振动控制的模拟地震振动试验,这不仅是我国的第一个变刚度半主动结构振动控制的试验,在国际上也是少数几例之一。本文介绍了试验系统的构成,试验内容,试验结果的分析及试验结论等。 相似文献
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首先,在简述已有隔震体系抗震设计方法的基础上,分析了滞变一摩擦隔震体系各种因素对基底剪力的影响;然后,通过大量仿真分析,采用多项式回归的方法提出了与规范衔接的水平地震作用的计算公式;最后,提出了梯队式变刚度滞变一摩擦隔震体系的抗震设计方法,并通过工程实例验证了方法的有效性。 相似文献
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In the present paper, the application of the sliding mode control (SMC) scheme is discussed in a systematic manner for controlling the vibration of tall buildings with an Active Tuned Mass Damper (ATMD) installed at the top floor. It is shown that the application of the SMC theory for buildings with ATMD may lead to large responses in the building due to the interaction effect from the ATMD caused by the comparatively large response of the ATMD. Based on the theory of compensators, a method is proposed which eliminates the interaction effect from the ATMD to the building and thus prevents large response in the building. The results are demonstrated through simple numerical examples of building–ATMD system subjected to initial condition loading as well as two different types of external excitations. © 1997 by John Wiley & Sons, Ltd. 相似文献
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线性结构的滑动模态半主动控制 总被引:1,自引:0,他引:1
本文研究应用可变阻尼器对线性结构进行半主动控制的算法和原理。采用滑动模态控制算法,并基于Lyapunov直接法提出了半主动控制器设计。利用滑动模态控制方法和所建立的控制器,我们给出了一个风荷载激励下的线性结构的半主动控制算例。计算机模拟分析表明,半主动控制具有效果明显,鲁棒性好等优点,是一种非常有发展前途的控制方法。 相似文献
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The paper deals with the representation of dissipative effects by means of equivalent viscous forces. A brief review of the classical analytical treatment of the subject is first presented devoting particular attention to the topics of hysteretic and modal damping. The problem of forming viscous matrices in the case of systems which are non-homogeneous from the point of view of dissipation is then addressed; soil–structure systems are first considered and some accepted techniques for forming the structure contribution to the viscous matrix are reviewed. A different technique is then proposed which avoids some of the drawbacks of the previously quoted methods. In the final section of the paper it is shown how this technique is easily applicable also in the case of systems having internal concentrated dampers of viscous type, this being a situation which is difficult to tackle with usual criteria. 相似文献
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1INTRODUCTIONInaneforttoprovideadequatefoodandfibreforthetemingpopulation,mostcountriesinthetropicshaveopeneduptheirprotectiv... 相似文献
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A methodology is developed in this paper to include soil–structure interaction effects in optimal structural control, General Multi-Degree-Of-Freedom (MDOF) structural models are considered. The SSI transfer functions for ground motion and control force in the physical space are presented first, followed by a methodology for using system identification techniques to find an equivalent fixed-base model of an MDOF SSI system. An iterative technique is applied to combine these methods for the determination of optimal control gains. The control effectiveness of considering soil–structure interaction is investigated for the controlled SSI system. It is found that the control algorithm considering SSI effects is more effective than the corresponding control algorithm assuming a fixed-base system model. In addition, the advantage of applying this methodology is observed to be more prominent in the cases where the SSI effects are more significant. © 1997 by John Wiley & Sons, Ltd. 相似文献
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Considerable effort has been devoted to develop passive and active methods for reducing structural response under seismic excitations. Passive control approaches have already found application in practice. Active control methods, on the other hand, are being vigorously examined for application to civil structures. This paper investigates the application of active and semi-active control schemes to structures subjected to seismic excitations, and it focuses on the use of the sliding-mode control approach for the development of the control algorithms. The possibility of control redundancy with respect to the number of sliding constraints is taken into account in the controller design. Several sets of numerical results are obtained for a realistic 10-storey shear building, subjected to earthquake-induced ground motions and controlled by active or semi-active control schemes. It is observed that both active and semi-active control schemes can be used to reduce the dynamic response. Active control performs very effectively in reducing the structural response, but the required control force values can be quite large to limit its practical application in the case of large and massive buildings. Active regulation of linear viscous dampers was found unnecessary for this type of structural system, as it did not induce any significantly more reduction in the response than the dampers acting passively. On the other hand, it is shown that active regulation of stiffness can be used with advantage to reduce the response. © 1997 by John Wiley & Sons, Ltd. 相似文献
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This paper presents a theoretical study of a predictive active control system used to improve the response of multi‐degree‐of‐freedom (MDOF) structures to earthquakes. As an example a building frame equipped with electrorheological (ER) dampers is considered. The aim of the design is to find a combination of forces that are produced by the ER dampers in order to obtain an optimal structural response. The mechanical response of ER fluid dampers is regulated by an electric field. Linear auto‐regressive model with exogenous input (ARX) is used to predict the displacements and the velocities of the frame in order to overcome the time‐delay problem in the control system. The control forces in the ER devices are calculated at every time step by the optimal control theory (OCT) according to the values of the displacements and of the velocities that are predicted at the next time step at each storey of the structure. A numerical analysis of a seven‐storey ER damped structure is presented as an example. It shows a significant improvement of the structural response when the predictive active control system is applied compared to that of an uncontrolled structure or that of a structure with controlled damping forces with time delay. The structure's displacements and velocities that were used to obtain the optimal control forces were predicted according to an ‘occurring’ earthquake by the ARX model (predictive control). The response was similar to that of the structure with control forces that were calculated from a ‘known’ complete history of the earthquake's displacement and velocity values, and were applied without delay (instantaneous control). Copyright © 2000 John Wiley & Sons, Ltd. 相似文献