共查询到17条相似文献,搜索用时 93 毫秒
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地震模拟振动台控制系统的控制参数较多,其参数手动整定费时费力,尤其对于多振动台台阵系统,其手动整定难度很大.基于上述问题,根据专家进行系统调试的经验,提出了一种振动台控制参数自整定策略,分析了手动整定中各参数对系统性能的影响,给出了自整定算法的整定规则,并通过Matlab仿真进行振动台的控制参数自动整定.通过比较自整定参数和理论计算参数下的时频域特性,验证了本文所给出的自整定算法.结果表明,该方法具有简单实用及较好的实用价值,可供振动台参数自整定研究参考和借鉴. 相似文献
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高阶单步法控制MR智能隔震系统的试验研究 总被引:1,自引:0,他引:1
高阶单步法已成功地应用于结构非线性分析及考虑时滞的主动控制等,显示了它的稳定、精度高和计算迅速等特点。磁流变阻尼器是一种性能优良的智能阻尼器,它具有阻尼力可调范围宽、响应迅速且所需能量很少的特点。本文将磁流变(MR)阻尼器与普通橡胶隔震支座相结合,采用高阶单步算法和两种控制策略对结构进行振动控制。数值模拟分析与振动台试验结果表明:由MR阻尼器提供可调阻尼力的智能隔震控制系统能有效克服被动隔震最优控制频带窄的缺点,对较宽频域范围不同大小的地震激励均能提供最优控制。同时也表明该控制算法是一种能用于结构实际控制的变阻尼有效算法。 相似文献
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对不同控制策略下安装有复合MR(磁流变)阻尼器的模型结构进行了振动台试验研究.在El Centro地震动激励下,基于线性二次高斯(LQG)和广义预测(GP)两种控制算法,针对半主动控制系统、MR阻尼器以恒定电流(-0.5A(Passive-on 1)、0A(Passive-off)、2A(Passive-on 2)的控制系统,以及由半主动控制方式和基础隔震组合而成的混合控制系统,在WINCON/SIMULINK实时控制软件平台下对一个1:4的三层钢框架模型进行了地震模拟振动台试验.试验结果表明:基于复合MR阻尼器的控制系统是有效的,无论是被动控制、半主动控制还是混合控制,都显著降低了模型结构各层的加速度、位移响应;复合MR阻尼器在不通入电流时具有一定的被动控制效果;采用考虑时滞自补偿的广义预测控制效果要好于LQG控制,并且这两种控制策略的都能以较被动控制小的控制力达到较好的控制效果. 相似文献
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海域天然气水合物的地震研究是在岩石物性分析成果的指导下,用地震技术进行真假BSR的识别和含水合物沉积层物性预测.海域天然气水合物地震研究的进展主要表现在:物性分析理论模型由简单模型发展到最大程度模拟实际情况的复杂模型;地震勘探方法已由常规的单道、多道地震发展到多频地震、高分辨率二维、三维地震和海底多分量地震;地震资料处理由常规处理发展到突出BSR特征的“三高”和叠前时间偏移处理;从利用速度、振幅结构研究识别天然气水合物发展到AVO、多属性判别、多弹性参数和多物性参数反演识别天然气水合物、预测其物性参数.这些新技术、新方法的应用,加快了海域天然气水合物调查进度,提高了天然气水合物地球物理识别的可靠性. 相似文献
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结构主动减震控制研究进展 总被引:6,自引:2,他引:4
本文阐述了结构主动减震控制研究进展,内容包括:7种有代表性的主动控算法,主动控制结构的振动台试验与工程应用及地震考验,土与结构相互作用效应对结构主动控制算法及效果的影响以及目前追切需要进一步研究的课题。 相似文献
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周德源 《地震工程与工程振动》1995,15(3):119-126
本文首先介绍了两个砌体结构模型在三向地震作用下的地震模拟振动台试验,在此基础上,运用参数识别技术,对试验数据进行了参数识别计算,最后,分析了三向地震作用对砌体结构抗震性能的影响。 相似文献
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Xiaodong Ji Kouichi Kajiwara Takuya Nagae Ryuta Enokida Masayoshi Nakashima 《地震工程与结构动力学》2009,38(12):1381-1399
When subjected to long‐period ground motions, high‐rise buildings' upper floors undergo large responses. Furniture and nonstructural components are susceptible to significant damage in such events. This paper proposes a full‐scale substructure shaking table test to reproduce large floor responses of high‐rise buildings. The response at the top floor of a virtual 30‐story building model subjected to a synthesized long‐period ground motion is taken as a target wave for reproduction. Since a shaking table has difficulties in directly reproducing such large responses due to various capacity limitations, a rubber‐and‐mass system is proposed to amplify the table motion. To achieve an accurate reproduction of the floor responses, a control algorithm called the open‐loop inverse dynamics compensation via simulation (IDCS) algorithm is used to generate a special input wave for the shaking table. To implement the IDCS algorithm, the model matching method and the H∞ method are adopted to construct the controller. A numerical example is presented to illustrate the open‐loop IDCS algorithm and compare the performance of different methods of controller design. A series of full‐scale substructure shaking table tests are conducted in E‐Defense to verify the effectiveness of the proposed method and examine the seismic behavior of furniture. The test results demonstrate that the rubber‐and‐mass system is capable of amplifying the table motion by a factor of about 3.5 for the maximum velocity and displacement, and the substructure shaking table test can reproduce the large floor responses for a few minutes. Copyright © 2009 John Wiley & Sons, Ltd. 相似文献
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地铁车站结构大型振动台试验与数值模拟的比较研究 总被引:4,自引:1,他引:3
根据可液化土层上土-地铁车站结构动力相互作用大型振动台模型试验结果,以软件ABAQUS为平台,将地基土-地铁车站结构体系视为平面应变问题,采用记忆型嵌套面黏塑性动力本构模型模拟土体的动力特性,采用混凝土动塑性损伤模型模拟车站结构混凝土的动力特性,建立了土-地铁车站结构非线性动力相互作用的有限元分析模型,对各种试验工况下地基土-地铁车站结构体系的地震反应进行了数值模拟,并与试验结果进行了对比,结果表明:数值模拟与振动台模型试验结果基本一致,体现出了相似的规律性,相互印证了计算分析的力学建模和振动台试验结果的正确性。 相似文献
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An analytical model is developed to evaluate performance characteristics of unidirectional seismic simulators (shaking tables). The validity of the model is verified with experimental measurements of the frequency response of the shaking table at the Catholic University of Peru. Interaction effects between shaking table and structure are first studied by analysing the response of a two DOF (degree of freedom) oscillator with mechanical properties representative of the actuator-table-structure system. A single DOF viscoelastic oscillator representing the structural test specimen is then included in the analytical model of the seismic simulator, and the behaviour of the combined system is evaluated, in the frequency domain, in terms of response stability and accuracy of reproduction of the command signal. Numerical simulations of system response under different load conditions are subsequently performed in order to study the influence of shaking table and test structure characteristics on the interaction phenomenon. The results obtained explain some of the performance degradation observed in seismic simulation tests involving very heavy structures and provide guidelines for the design of more reliable shaking table systems. 相似文献
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The electromagnetic mass damper (EMD) control system, as an innovative active control system to reduce structural vibration, offers many advantages over traditional active mass driver/damper (AMD) control systems. In this paper, studies of several EMD control strategies and bench-scale shaking table tests of a two-story model structure are described. First, two structural models corresponding to uncontrolled and Zeroed cases are developed, and parameters of these models are validated through sinusoidal sweep tests to provide a basis for establishing an accurate mathematical model for further studies. Then, a simplified control strategy for the EMD system based on the pole assignment control algorithm is proposed. Moreover, ideal pole locations are derived and validated through a series of shaking table tests. Finally, three benchmark earthquake ground motions and sinusoidal sweep waves are imposed onto the structure to investigate the effectiveness and feasibility of using this type of innovative active control system for structural vibration control. In addition, the robustness of the EMD system is examined. The test results show that the EMD system is an effective and robust system for the control of structural vibrations. 相似文献
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土-结构体系振动台模型试验中土层边界影响问题 总被引:35,自引:6,他引:29
通过数值模拟和模型试验,初步探讨了土-结构相互作用体系模型试验中土层侧向边界的影响情况,研究了土层边界处加入橡胶层后的作用,从而为土-结构相互作用体系模型试验设计提供了一些依据。 相似文献
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变阻尼半主动结构控制振动台试验 总被引:5,自引:1,他引:4
在一个1:4的五层模型刚架结构上进行了变阻尼半主动结构控制振动台试验.在结构的底层安装了一个溢流阀式变阻尼控制器,输入几种不同的地震动并采用几种不同的控制算法对结构进行了变阻尼半主动控制。振动台试验结果表明,受阻尼半主动结构控制仅需要很少的电能,就可以达到较好的控制效果,是一种很有应用前景的结构振动控制方案。结合溢流阀式变阻尼控制器的特点,分析了一些因素对控制效果的影响. 相似文献