Identification of modal parameters of non‐classically damped linear structures under multi‐component earthquake loading     

M. Mahmoudabadi  M. Ghafory‐Ashtiany  M. Hosseini 《地震工程与结构动力学》2007,36(6):765-782

A method for parametric system identification of classically damped linear system in frequency domain is adopted and extended for non‐classically damped linear systems subjected up to six components of earthquake ground motions. This method is able to work in multi‐input/multi‐output (MIMO) case. The response of a two‐degree‐of‐freedom model with non‐classical damping, excited by one‐component earthquake ground motion, is simulated and used to verify the proposed system identification method in the single‐input/multi‐output case. Also, the records of a 10 storey real building during the Northridge earthquake is used to verify the proposed system identification method in the MIMO case. In this case, at first, a single‐input/multi‐output assumption is considered for the system and modal parameters are identified, then other components of earthquake ground motions are added, respectively, and the modal parameters are identified again. This procedure is repeated until all four components of earthquake ground motions which are measured at the base level of the building are included in the identification process. The results of identification of real building show that consideration of non‐classical damping and inclusion of the multi‐components effect of earthquake ground motions can improve the least‐squares match between the finite Fourier transforms of recorded and calculated acceleration responses. Copyright © 2006 John Wiley & Sons, Ltd.  相似文献   

Robust H∞ control for aseismic structures with uncertainties in model parameters     

宋刚  林家浩  赵岩 《地震工程与工程振动(英文版)》2007,6(4):409-416

This paper presents a robust H∞ output feedback control approach for structural systems with uncertainties in model parameters by using available acceleration measurements and proposes conditions for the existence of such a robust output feedback controller. The uncertainties of structural stiffness, damping and mass parameters are assumed to be norm-bounded. The proposed control approach is formulated within the framework of linear matrix inequalities, for which existing convex optimization techniques, such as the LMI toolbox in MATLAB, can be used effectively and conveniently. To illustrate the effectiveness of the proposed robust H∞ strategy, a six-story building was subjected both to the 1940 El Centro earthquake record and to a suddenly applied Kanai-Tajimi filtered white noise random excitation. The results show that the proposed robust H∞ controller provides satisfactory results with or without variation of the structural stiffness, damping and mass parameters.  相似文献   

基于均匀混合假设的天然河道水质模拟方法     

韩龙喜  陆建华 《水文》2002,22(4):5-7

扩散质进入窄浅型河道后,通常采用有限差分法求解一维对流分散方程进行水质模拟,计算相对复杂。为简化计算,提出了根据河道断面特征等水力特性,将河道划分为若干单元,忽略不灵敏因子分散项对单元间扩散质交换的影响,并引入单元均匀混合假定,提出了基于均匀混合假设的天然河道水质模拟方法,建立相应的水质数学模型。算例表明,该模型运算稳定,与有限差分法模拟精度相当,但可大大简化并节省计算工作量。  相似文献   

Non‐stationary seismic response of tanks with soil interaction by wavelets     

Pranesh Chatterjee  Biswajit Basu 《地震工程与结构动力学》2001,30(10):1419-1437

A wavelet‐based random vibration theory has been developed for the non‐stationary seismic response of liquid storage tanks including soil interaction. The ground motion process has been characterized via estimates of statistical functionals of wavelet coefficients obtained from a single time history of ground accelerations. The tank–liquid–soil system has been modelled as a two‐degree‐of‐freedom (2‐DOF) system. The wavelet domain equations have been formulated and the wavelet coefficients of the required response state are obtained by solving two linear simultaneous algebraic equations. The explicit expression for the instantaneous power spectral density function (PSDF) in terms of the functionals of the input wavelet coefficients has been obtained. The moments of this PSDF are used to estimate the expected pseudo‐spectral acceleration (PSA) response of the tank. Parametric variations are carried out to study the effects of tank height, foundation natural frequency, shear wave velocity of soil and ratio of the mass of tank (including liquid) to the mass of foundation on the PSA responses of tanks. Copyright © 2001 John Wiley & Sons, Ltd.  相似文献   

Frequency Analysis of Heavy Tamping Vibration     

Sun Jinzhong College of Engineering  Technology  China University of Geosciences  Beijing Tan Hanhua Guizhou Institute of Communication Design  Guiyang Qi Shengwen Institute of Geology  Chinese Academy of Sciences  Beijing 《中国地质大学学报(英文版)》2001,12(2)

ＩＮＴＲＯＤＵＣＴＩＯＮＢｅｃａｕｓｅｏｆｉｔｓｓｉｍｐｌｅｏｐｅｒａｔｉｏｎａｎｄｌｏｗｃｏｓｔａｓｗｅｌｌａｓｅｆｆｅｃ ｔｉｖｅｎｅｓｓｆｏｒｍａｎｙｐｒｏｊｅｃｔｓ ,ｈｅａｖｙｔａｍｐｉｎｇｈａｓｂｅｅｎｕｓｅｄｗｉｄｅｌｙｉｎｔｈｅｗｏｒｌｄ (Ｑｉａｎｅｔａｌ.,1986 ) .Ｈｏｗｅｖｅｒ,ｔｈｅｓｔｒｏｎｇｖｉｂｒａｔｉｏｎｉｎｓｏｉｌｍａｓｓｃａｕｓｅｄｂｙｈｅａｖｙｔａｍｐｉｎｇｍａｙｂｅｈａｒｍｆｕｌｔｏｂｕｉｌｄｉｎｇｓ,ｉｎｓｔｒｕｍｅｎｔｓａｎｄｅｖｅｎｈｕｍａｎｂｏｄｉｅｓａｒ…  相似文献   

工作状态下梁及桥梁模态与损伤识别的新方法     

李大军  霍达 《世界地震工程》2006,22(3):66-69

工作状态下桥梁结构的模态参数识别是桥梁损伤识别的重要环节,考虑桥梁检测的实用性,桥梁检测一般应建立在环境激励的基础上,已有的环境激励下模态参数识别的方法对模态频率的识别的精度较高,而对位移模态的识别则误差较大。提出了一种利用移动质量块在不同位置时对桥梁的模态频率进行多次测量,用各次测得的频率值确定位移模态的新方法,使得位移模态识别的精度接近频率识别的精度,建立了该方法的初步模型,推导了频率与位移模态关系的理论公式,并通过数值模拟对该方法的有效性进行了说明。  相似文献   

5种不同颜色空间的均匀性研究     

廉玉生  王秀泽 《测绘学院学报》2007,(2)

颜色的均匀性是评价颜色空间的优劣和影响其选择使用的重要指标之一,其色差计算值对于颜色再现评价的再现过程控制具有重要作用。在中国颜色体系的基础上,分别从明度、色相和彩度的角度对颜色空间C IEL*a*b*、C IEL*u*v*、NC-IIIC、L*a*b*-N和C IECAM02-UCS的均匀性进行了分析和比较。结果表明,这几种颜色空间明度的均匀性都比较理想,而色相和彩度的均匀性较差。就这5种颜色空间而言,NC-IIIC和L*a*b*-N颜色空间均匀性要优于其他颜色空间。  相似文献   

Excitation of secondary Love and Rayleigh waves in a three-dimensional sedimentary basin evaluated by the direct boundary element method with normal modes     

Ken Hatayama  & Hiroyuki Fujiwara 《Geophysical Journal International》1998,133(2):260-278

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MAXIMUM INFORMATION ENTROPY THEORY OF EFFLUENT BAND IN OPEN CHANNEL UNIFORM FLOW     

Ke Zhong HUANG  Tao JIANG 《国际泥沙研究》1998,(3)

ＭＡＸＩＭＵＭＩＮＦＯＲＭＡＴＩＯＮＥＮＴＲＯＰＹＴＨＥＯＲＹＯＦＥＦＦＬＵＥＮＴＢＡＮＤＩＮＯＰＥＮＣＨＡＮＮＥＬＵＮＩＦＯＲＭＦＬＯＷＫｅＺｈｏｎｇＨＵＡＮＧ１ａｎｄＴａｏＪＩＡＮＧ２ＡＢＳＴＲＡＣＴＴｈｅｐｒｉｎｃｉｐｌｅｏｆｍａｘｉｍｕｍ...  相似文献   

ON THE SELF ORGANIZED CRITICALITY OF NON UNIFORM SANDS   总被引：14，自引：0，他引：14  

Lingkan YAO  Duo FANG 《国际泥沙研究》1998,(3)

ＯＮＴＨＥＳＥＬＦＯＲＧＡＮＩＺＥＤＣＲＩＴＩＣＡＬＩＴＹＯＦＮＯＮＵＮＩＦＯＲＭＳＡＮＤＳＬｉｎｇｋａｎＹＡＯ２ａｎｄＤｕｏＦＡＮＧ３ＡＢＳＴＲＡＣＴＦｒｏｍｔｈｅｖｉｅｗｐｏｉｎｔｏｆｓｅｌｆｏｒｇａｎｉｚｅｄｃｒｉｔｉｃａｌｉｔｙ,ｔｈｉ...  相似文献