Optimal design of viscoelastic dampers using eigenvalue assignment   总被引：1，自引：0，他引：1  

Sang‐Hyun Lee  Dong‐In Son  Jinkoo Kim  Kyung‐Won Min 《地震工程与结构动力学》2004,33(4):521-542

In this study a procedure for determining the optimum size and location of viscoelastic dampers is proposed using the eigenvalue assignment technique. Natural frequencies and modal damping ratios, required to realize a given target response, are determined first by the convex model. Then the desired dynamic structural properties are realized by optimally distributing the damping and stiffness coefficients of viscoelastic dampers using non‐linear programming based on the gradient of eigenvalues. This optimization method provides information on the optimal location as well as the magnitude of the damper parameters. The proposed procedure is applied to the retrofit of a 10‐story shear frame, and to a three‐dimensional structure with an asymmetric plan. The analysis results confirm that the responses of model structures retrofitted by the proposed method correspond well with the given target response. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献   

Dynamic response of partially sealed circular tunnel in viscoelastic saturated soil   总被引：1，自引：0，他引：1  

Kang-he Xie  Gan-bin Liu  Zu-yuan Shi 《Soil Dynamics and Earthquake Engineering》2004,24(12):1003-1011

Based on Biot's wave equation, dynamic response of a circular tunnel with partially sealed liner in viscoelastic saturated soil is investigated. By introducing two scalar potential functions, the analytical solutions of stresses, displacements and pore pressure induced by axisymmetric gradually applied step load are derived in Laplace transform domain. Numerical results are obtained by inverting Laplace transform presented by Durbin and used to analyze the influences of partial permeable property of boundary and viscoelastic damping coefficient of soil on dynamic response of the tunnel. It is shown that the attenuation of radial displacement appeared with the increase of viscoelastic damping coefficient of soil, and relative rigidity of liner and soil, and the influence of partial sealing property of boundary on stresses, displacements and pore pressure is remarkable. The available solutions of permeable and impermeable boundary conditions are only two extreme cases of this paper.  相似文献   

水泥搅拌桩与锚杆组合支护结构的力学参数研究   总被引：1，自引：0，他引：1  

赵剑豪  陈振建  方家强 《岩土力学》2004,25(Z2):265-270

水泥搅拌桩--锚杆组合支护结构是一种新型的组合支护结构,笔者采用有限元方法进行各相关力学参数研究,分析了该组合支护结构的受力特性及变形性态.通过计算结果与实测数据的比较,表明本文所得结论对该组合支护结构的应用有一定的指导价值.  相似文献   

Numerical modelling method for wave propagation in a linear viscoelastic medium with singular memory   总被引：1，自引：0，他引：1  

Jian-Fei Lu  Andrzej Hanyga 《Geophysical Journal International》2004,159(2):688-702

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Viscoelastic–afterslip concurrence: a possible mechanism in the early post-seismic deformation of the M_w 7.6, 1999 Chi-Chi (Taiwan) earthquake     

Shyh-Yang Sheu  Chiou-Fen Shieh 《Geophysical Journal International》2004,159(3):1112-1124

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Vertical vibration of a rigid strip footing on viscoelastic half-space     

Changjie Zheng  Lubao Luan  George Kouretzis  Xuanming Ding 《国际地质力学数值与分析法杂志》2020,44(14):1983-1995

This paper presents an analytical method for modeling the dynamic response of a rigid strip footing subjected to vertical-only loads. The footing is assumed to rest on the surface of a viscoelastic half-space; therefore, effects of hysteretic soil damping on the impedance of the foundation and the generated ground vibrations are considered in the solution. To solve the mixed boundary value problem, we use the Fourier transform to cast a pair of dual integral equations providing contact stresses, which are solved by means of Jacobi orthogonal polynomials. The resulting soil and footing displacements and stresses are obtained by means of the Fourier inverse transform. The solution provides more realistic estimates of footing impedance, compared to existing solutions for elastic soil, as well as of the attenuation of ground vibrations with distance of the footing. The latter is important for the estimation of machine vibration effects on nearby structures and installations.  相似文献   

Kelvin-Voigt黏弹性介质井孔声场有限差分数值模拟与波形特征     

岳崇旺  王祝文 《吉林大学学报(地球科学版)》2021,51(4):1268-1275

岩石介质具有黏滞性,黏弹性介质模型相对于弹性介质模型更为接近岩石介质的真实情况。根据Kelvin-Voigt黏弹性单元体模型本构关系,推导了柱坐标系下各向同性黏弹性介质时间域交错网格有限差分方程,进行了黏弹性介质井孔声场的数值模拟。模拟结果表明：品质因子和声源中心频率对黏弹性介质中的井内外声场均有影响：井外声场和井内声场的衰减均随品质因子的增大而减小,井外声波和井内反射波振幅随之增大;井外声场的衰减随声源中心频率的增大而减小,井外声波振幅随之增大,井内声场的衰减随声源中心频率的增大而增大,井内反射波振幅随之减小。  相似文献   

混合被动控制优化设计及性能研究     

宗刚  楼梦麟 《地震工程与工程振动》2007,27(4):127-132

本文将调谐液体阻尼器(TLD)和黏弹性阻尼器(VED)同时作用于结构,构成混合被动控制系统。通过对两类阻尼器分别进行优化设计并考虑两者间的相互影响,在充分发挥两者各自优良控制性能的同时,克服了VED大量使用导致控制系统整体造价过高的问题。算例分析表明,混合控制可以得到令人满意的整体减震效果,同时大大节约了VED用量,提高了控制系统的综合经济性能。  相似文献   

新型黏弹性阻尼器足尺性能试验研究          下载免费PDF全文

胡梅  张耀庭  孙江波  潘鹏 《地震工程学报》2021,43(1):238-244

黏弹性阻尼器是一种典型的被动控制装置,它可以通过黏弹性材料的剪切滞回耗能起到提高结构阻尼和减小结构地震或风振响应的作用.自主研发了损失系数不小于0.5的黏弹性材料,并基于此材料研发了新型国产黏弹性阻尼器.通过对黏弹性阻尼器足尺试件进行不同应变幅值、加载频率工况下的基本力学性能试验、以及低周疲劳性能试验,研究了不同工况下...  相似文献   

基于耗散结构系统熵模型的乡村生产空间系统有序性研究   总被引：2，自引：0，他引：2  

王成  周明茗  李颢颖  何焱洲  马小苏 《地理研究》2019,38(3):619-631

通过分析乡村生产空间系统的耗散结构特征,建立系统熵模型,运用关联熵和运行熵,从系统的主体（多元主体）、客体（地）和环境三要素入手构建指标体系,讨论系统内部结构和运行状态的有序性,并以重庆市合川区龙市镇为研究区予以实证,研究表明：研究区乡村生产空间系统关联熵先增后减,系统内部结构有序性呈现阶段性特征,2008—2011年主要受城市化无序扩张和土地利用方式低效粗放等因素影响,系统内部结构趋于混乱无序,2011—2015年主要因财政支农力度增强、农业投入产出水平提高、生态修复力度加大等因素刺激,系统内部结构逐渐趋于有序化;2008—2015年,乡村生产空间系统运行熵逐年减小,在农业综合开发投入大幅增加引起的生产条件改善、产业结构调整与提档升级等驱动下,呈现出持续有序化的发展态势;围绕乡村生产空间系统的内部结构及运行状态的演化规律,从优化土地利用结构、构建现代农业产业体系、编制和完善相关规划、培育新产业新业态入手,提出相关策略,以促进乡村生产空间系统有序健康发展。  相似文献