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结构在地震作用下的主动自校正控制计算方法 总被引：3，自引：1，他引：3
本文应用现代控制原理,结合工程结构控制的实际问题,提出了在地震动输入下结构主动自校正控制的计算方法。这一方法可以应用于干扰过程未知或有变化时结构的计算机跟踪控制,因此它也适用于任意动力荷载作用下的结构控制问题。 相似文献
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罗马尼亚Ｖａｎｃｅａ地震区是大陆上发生与板块磁撞和削减有关的中深部地震活动的地区之一。本文介绍了应用地震层析成象方法研究该地区深部速度结构成果。在研究中使用了地方和区域地震所记录的４３３个浅源和中部地震的到时资料反演求解深至２００ｋｍ的三维速度结构,在走时和射线路径的计算中利用了有效的三维射线跟踪技术,在反演中采用ＬＳＱＲ算法,高分辨率的地震层析图象揭示了速度结构的广泛不均匀性,结果表明,地震层析 相似文献
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使用2003年7月21日和10月20日云南省大姚县M62、M61地震震后流动数字化地震监测台网所记录的地震走时和波形资料，反演了震中区的Vp、Vs和Qp的三维结构.前人根据余震分布推测该震区存在一条北西西走向右旋走滑断裂带.三维结果表明，Vp和Qp的低值异常可以佐证该断裂带的存在；但除此断裂带，可能还存在一条北北东向断裂带，倾向西，表现为低Vp、Vs以及低Qp异常，并且异常深度达到8～10 km.因此，大姚震中区可能存在两条相互交错的断层，这与整个南北带断层的交错特征非常相似.另外我们推断该北北东向断带在南北方向可能有较长的延伸. 相似文献
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文中分析了云南省Ｍ≥５．５强震活动的时空结构，发现７级以上大地震不仅在空间上有序，而且在“时间”上以其历经的强震数目为序按律发生，显示出构造地震活动作为一种开放系统，其行为具有自律性。利用自律结构的稳定性及其在不同区域演进阶段的差异，探讨了在实际预报中应用的可行性。 相似文献
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1999年福州震群的特征及其意义 总被引：1，自引：0，他引：1
1999年9月23日开始发生的福州震群,由于距离市中心很近,加之紧随“9．21”台湾集集7．6级大地震之后,且该区域曾经是极少震区域,因此引起了广泛的关注。本文分析了此次震群活动的时间和空间分布特点,表明存在着显著的密集震级、密集时段和密集区域等震级结构特征,意味着福州地区中层地壳介质中易于产生中强以上地震的层位可能形成了小尺度的宏观起始破裂面,一定程度上存在着未来中长期中强以上地震的危险性。 相似文献
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本文将几种地震反应解答－主上界解、次上界解、无贡献的零解答、主模解、次模解、三模解、拟静解以及准主、次上界解都用矢量表示如平面和立体图中,清楚显示了它们之间的相互关系－正交关系,大小关系及和差关系。 相似文献
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The complexity of modern seismically isolated structures requires the analysis of the structural system and the isolation
system in its entirety and the ability to capture potential discontinuous phenomena such as isolator uplift and their effects
on the superstructures and the isolation hardware. In this paper, an analytical model is developed and a computational algorithm
is formulated to analyze complex seismically isolated superstructures even when undergoing highly-nonlinear phenomena such
as uplift. The computational model has the capability of modeling various types of isolation devices with strong nonlinearities,
analyzing multiple superstructures (up to five separate superstructures) on multiple bases (up to five bases), and capturing
the effects of lateral loads on bearing axial forces, including bearing uplift. The model developed herein has been utilized
to form the software platform 3D-BASIS-ME-MB, which provides the practicing engineering community with a versatile tool for
analysis and design of complex structures with modern isolation systems. 相似文献
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安装MR阻尼器工程结构的非参数模型自适应控制 总被引：4，自引：0，他引：4
本文首先建立了结构一磁流变阻尼器非线性系统的非参数模型,该模型不需要太多的受控结构的先验知识,且具有结构简单、参数少,是时变增量形式等优点,因此适合于非线性控制系统的设计。在此基础上,本文提出了非参数模型学习自适应半主动控制算法,并以一个6层框架结构为例,进行了深入的仿真数值分析。计算结果表明,采用本文提出的控制算法能得到令人满意的控制效果。通过在较大范围内选取结构参数值,验证了算法具有较好的鲁棒性。 相似文献
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ROGER MOUSSA 《水文研究》1996,10(9):1209-1227
The diffusive wave equation is generally used in flood routing in rivers. The two parameters of the equation, celerity and diffusivity, are usually taken as functions of the discharge. If these two parameters can be assumed to be constant without lateral inflow, the diffusive wave equation may have an analytical solution: the Hayami model. A general analytical method, based on ‘Hayami’s hypothesis, is developed here which resolves the diffusive wave flood routing equation with lateral inflow or outflow uniformly distributed over a channel reach. Flood routing parameters are then identified using observed inflow and outflow and the Hayami model used to simulate outflow. Two examples are discussed. Firstly, the prediction of the hydrograph at a downstream section on the basis of a knowledge of the hydrograph at an upstream section and the lateral inflow. The second example concerns lateral inflow identification between an upstream and a downstream section on the basis of a knowledge of hydrographs at the upstream and downstream sections. The new general Hayami model was applied to flood routing simulation and for lateral inflow identification of the River Allier in France. The major advantages of the method relate to computer simulation, real-time forecasting and control applications in examples where numerical instabilities, in the solution of the partial differential equations must be avoided. 相似文献
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A new spatial coherence model and analytical coefficients for multi-support response spectrum combination 总被引：1，自引：0，他引：1
In this paper, a new spatial coherence model of seismic ground motions is proposed by a fi tting procedure. The analytical expressions of modal combination (correlation) coeffi cients of structural response are developed for multi-support seismic excitations. The coeffi cients from both the numerical integration and analytical solutions are compared to verify the accuracy of the solutions. It is shown that the analytical expressions of numerical modal combination coeffi cients are of high accuracy. The results of random responses of an example bridge show that the analytical modal combination coeff icients developed in this paper are accurate enough to meet the requirements needed in practice. In addition, the computational effi ciency of the analytical solutions of the modal combination coeff icients is demonstrated by the response computation of the example bridge. It is found that the time required for the structural response analysis by using the analytical modal combination coeffi cients is less than 1/20 of that using numerical integral methods. 相似文献
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OpenSEES的剪力墙宏观单元的研究 总被引：3，自引：0，他引：3
重点研究三维剪力墙单元MVLEM3D的数值模型及计算原理,并采用开源非线性有限元程序OpenSEES进行剪力墙低周往复试验的数值分析,探讨不同单元划分形式对结果的影响。通过二次开发编制了基于OpenSEES的剪力墙结构分析程序SWNA,对不同弹簧个数、不同竖向及水平划分方式,建立剪力墙宏观单元模型进行分析,对比试验结果表明该数值方法能够很好地从宏观上模拟剪力墙弹塑性行为:包括中和轴移动、剪切变形影响、局部塑性状态及破坏机制等。通过单元及弹簧的划分对比,可知该单元可通过比较少的自由度模拟剪力墙结构,节省大量计算时间。对于强非线性分析,增加水平划分可以考虑局部的破坏变形,使骨架曲线下降段明显。因此该单元适用于高层建筑结构的整体弹塑性分析及基于性能的抗震评定。 相似文献
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In this paper, an analytical framework to evaluate the along-wind-induced dynamic responses of a transmission tower is presented. Two analytical models and a new method are developed: (1) a higher mode generalized force spectrum (GFS) model of the transmission tower is deduced; (2) an analytical model that includes the contributions of the higher modes is further derived as a rational algebraic formula to estimate the structural displacement response; and (3) a new approach, applying load with displacement (ALD) instead of force, to solve the internal force of transmission tower is given. Unlike conventional methods, the ALD method can avoid calculating equivalent static wind loads (ESWLs). Finally, a transmission tower structure is used as a numerical example to verify the feasibility and accuracy of the ALD method. 相似文献
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一种宏观剪力墙单元模型应用研究 总被引：19，自引：4，他引：19
多垂直杆元模型是近年来发展的一种较为理想的宏观墙单元模型，被许多研究者用于钢筋混凝土剪力墙结构的非线性分析。本文对该模型中涉及的各元件的本构关系、有关计算参数和单元的边界条件进行了较为细致的讨论，为该模型的应用提供了参考，并提供了一算例，指出了目前模型中需要改进的地方。 相似文献
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In this study a 3D numerical analysis approach is developed to predict the ground vibration around rigid-frame viaducts induced by running high-speed trains. The train-bridge-ground interaction system is divided into two subsystems: the train-bridge interaction and the soil-structure interaction. First, the analytical program to simulate bridge vibration with consideration of train-bridge interaction is developed to obtain the vibration reaction forces at the pier bottoms. The highspeed train is described by a multi-DOFs vibration system and the rigid-frame viaduct is modeled with 3D beam elements. Second, applying these vibration reaction forces as input external excitations, the ground vibration is simulated by using a general-purpose program that includes soil-structure interaction effects. The validity of the analytical procedure is confirmed by comparing analytical and experimental results. The characteristics of high-speed train-induced vibrations, including the location of predominant vibration, are clarified. Based on this information a proposed vibration countermeasure using steel strut and new barrier is found effective in reducing train-induced vibrations and it satisfies environmental vibration requirements. The vibration screening efficiency is evaluated by reduction VAL based on 1/3 octave band spectral analysis. 相似文献
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在电缆地层测试器的测量过程中，油水两相共渗的情况普遍存在，此时其测量过程的数学模型是非线性的耦合场问题，无法用解析方法求解.加上测量中存在抽吸探针与地层、井筒接触面几何形状复杂、探针与地层尺寸相差悬殊等问题，使得应用渗流力学中较为成熟的有限差分方法求解数学模型也不能获得理想的结果.本文应用适合于处理复杂几何形状计算的有限元方法，根据地层测试器测试过程中油水两相渗流的数学模型，首次建立了地层测试器测量油水两相渗流的有限元模型，给出了验证和求解的实例.运用本文所建立的计算模型可以更准确地模拟测试过程中压力和饱和度随时间和空间变化的情况,为正确使用地层测试器提供指导. 相似文献
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ZAHEER Iqbal CUI Guang Bai Ph D candidate College of Water Resources Environment Hohai University Nanjing China E-mail: zaheeriqbal@hotmail.com Prof. College of Water Resources Environment Hohai University Nanjing China 《国际泥沙研究》2002,17(2)
1 INTRODUCTION Numerical computation provides an easily extended and user-friendly environment with computer aided programming for the simulation of pollutants in river systems. In the most of water quality assessment and monitoring problems during water pollution control and environmental impact assessment studies of river systems, mathematical modeling has been playing a key role for the last two decades. The majority of existing water quality models are the mechanistic and are based o… 相似文献