Inversion of Reflection Seismic Amplitude Data For Interface Geometry   总被引：1，自引：0，他引：1  

Yanghua Wang  Gregory A. Houseman 《Geophysical Journal International》1994,117(1):92-110

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Identification of base‐excited structures using output‐only parameter estimation     

Brad A. Pridham  John C. Wilson 《地震工程与结构动力学》2004,33(1):133-155

This paper presents a new identification technique for the extraction of modal parameters of structural systems subjected to base excitation. The technique uses output‐only measurements of the structural response. A combined subspace‐maximum likelihood algorithm is developed and applied to a three‐degree‐of‐freedom simulation model. Five ensembles of synthetically generated input signals, representing varying input characteristics, are employed in Monte Carlo simulations to illustrate the applicability of the method. The technique is able to circumvent some of the difficulties arising from short data sets by employing the Expectation Maximization (EM) algorithm to refine the subspace state estimates. This approach is motivated by successful application by previous authors on speech signals. Results indicate that, for certain system characteristics, more accurate pole estimates can be identified using the combined subspace‐EM formulation. In general, the damping ratios of the system are difficult to identify accurately due to limitations on data set length. The applicability of the technique to structural vibration signals is illustrated through the identification of seismic response data from the Vincent Thomas Bridge. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献   

Damage detection of base‐isolated buildings using multi‐input multi‐output subspace identification     

Reiki Yoshimoto  Akira Mita  Keiichi Okada 《地震工程与结构动力学》2005,34(3):307-324

A damage detection algorithm of structural health monitoring systems for base‐isolated buildings is proposed. The algorithm consists of the multiple‐input multiple‐output subspace identification method and the complex modal analysis. The algorithm is applicable to linear and non‐linear systems. The story stiffness and damping as damage indices of a shear structure are identified by the algorithm. The algorithm is further tuned for base‐isolated buildings considering their unique dynamic characteristics by simplifying the systems to single‐degree‐of‐freedom systems. The isolation layer and the superstructure of a base‐isolated building are treated as separate substructures as they are distinctly different in their dynamic properties. The effectiveness of the algorithm is evaluated through the numerical analysis and experiment. Finally, the algorithm is applied to the existing 7‐story base‐isolated building that is equipped with an Internet‐based monitoring system. Copyright © 2004 John Wiley & Sons, Ltd.  相似文献   

A reassessment of dynamic characteristics of the Quincy Bayview Bridge using output‐only identification techniques     

Brad A. Pridham  John C. Wilson 《地震工程与结构动力学》2005,34(7):787-805

A reassessment of the dynamic characteristics of the 542 m cable‐stayed Bayview Bridge in Quincy, Illinois, is presented using a newly developed output‐only system identification technique. The technique is applied to an extensive set of ambient vibration response data acquired from the bridge in 1987. Vertical, torsional and transverse modal frequencies of the deck are identified, and uncertainty in damping values are estimated using an automated procedure on several redundant measurements at four locations. Important practical implementation issues associated with the implementation of the procedure and selection of algorithm design parameters for stochastic subspace identification techniques are discussed. An overall mean and standard deviation of damping of 1.0±0.8% is estimated considering all identified vertical, torsional and transverse modes in the 0–2 Hz band. The mean damping for the fundamental vertical mode (0.37 Hz) is identified as 1.4±0.5%, and for the first coupled torsion–transverse mode (0.56 Hz) is identified as 1.1±0.8%. Variability in the damping estimates is shown to decrease as estimated modal RMS acceleration levels increase. Standard deviations on estimated damping range from 0.05% to 2%. The results are shown to be a substantial improvement in the evaluation of damping compared to earlier spectral analysis conducted on the same data set. Copyright © 2005 John Wiley & Sons, Ltd.  相似文献   

随机子空间方法在桥塔模态参数识别中的应用   总被引：3，自引：0，他引：3  

常军  张启伟  孙利民 《地震工程与工程振动》2006,26(5):183-187

基于环境振动的结构模态参数识别方法正逐渐成为国内外研究的一大热点。环境振动方法就是仅仅利用结构测试的输出信号进行结构的模态参数识别,随机子空间方法就是其中的一种。随机子空间法是近年来发展起来的一种线性系统辩识方法,可以有效地从环境激励的结构响应中获取模态参数。它属于时域的方法,该方法不需要进行FFT变换,它不仅可以识别结构的频率,而且可以识别结构的阻尼和振型。文章首先介绍了随机子空间的理论,然后用该方法对正在施工中的南京长江三桥的南塔进行模态参数识别,通过与其他方法的识别结果进行比较,证明随机子空间方法不失为一种有效的模态参数识别方法。  相似文献   

基于端元独立性的端元数目自动获取方法     

齐建成  朱述龙  朱宝山  曹闻 《测绘科学》2009,34(6)

目前端元数目主要是图像处理者目视判读影像获得的经验值,往往与影像中实际典型地物种类数目不符合。根据端元数目取值不同时的分类结果均方根误差(RMSE)的大小,能够得到实际端元数,但该方法因多次分类导致计算量过大。本文在研究端元间光谱相关性与端元数目之间关系的基础上,提出一种基于端元独立性的端元数目自动获取方法。与基于RMSE的端元数目自动获取方法的对比实验表明,该方法不仅能够正确有效地获取实际端元数,提高端元提取自动化程度,而且能够大大减少运算时间。  相似文献   

采用张量子空间的高光谱影像多维滤波算法     

郭贤 黄昕张乐飞  张良培 《测绘学报》2013,42(2):253-267

本文提出了一种基于张量子空间的多维滤波算法,将其应用于高光谱遥感影像降噪。该方法将高光谱影像数据视为三阶张量,引入张量数据表达,通过张量子空间分解将含噪影像投影到信号子空间,根据影像信号与噪声在子空间中分布的不同滤除噪声并保留原始影像的信号成分。利用该算法作用于多组含噪高光谱数据,对比逐波段二维维纳滤波算法、小波降噪算法等传统数字图像降噪算法的结果,实验证明了这种新型降噪算法的有效性。  相似文献   

一种高性能迭代预处理方法及其在岩土工程中的应用     

陈曦  刘建坤  李旭  田亚护  王英男 《岩土力学》2013,34(Z2):272-277

岩土工程建设的发展极大地促进了三维数值模拟的应用。大规模三维有限元计算需要求解一系列大型线性方程组,这些线性方程组的求解直接影响着整个有限元计算的效率。复杂岩土工程问题通常涉及多相和多体耦合相互作用,各相之间或不同固体材料之间性质差别显著,可能导致Krylov子空间迭代法收敛缓慢,甚至求解失败。为了提高Krylov子空间迭代法的求解效率和可靠性,提出一种新的高效预处理技术,通过算例验证了所提出的分区块迭代预处理方法的有效性。  相似文献   

Subspace system identification of support‐excited structures—part I: theory and black‐box system identification     

Junhee Kim  Jerome P. Lynch 《地震工程与结构动力学》2012,41(15):2235-2251

This paper reviews the theoretical principles of subspace system identification as applied to the problem of estimating black‐box state‐space models of support‐excited structures (e.g., structures exposed to earthquakes). The work distinguishes itself from past studies by providing readers with a powerful geometric interpretation of subspace operations that relates directly to theoretical structural dynamics. To validate the performance of subspace system identification, a series of experiments are conducted on a multistory steel frame structure exposed to moderate seismic ground motions; structural response data is used off‐line to estimate black‐box state‐space models. Ground motions and structural response measurements are used by the subspace system identification method to derive a complete input–output state‐space model of the steel frame system. The modal parameters of the structure are extracted from the estimated input–output state‐space model. With the use of only structural response data, output‐only state‐space models of the system are also estimated by subspace system identification. The paper concludes with a comparison study of the modal parameters extracted from the input–output and output‐only state‐space models in order to quantify the uncertainties present in modal parameters extracted from output‐only models. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   

基于OSP的自动端元提取及混合像元线性分解     

陈伟  余旭初  王鹤 《测绘工程》2008,17(6)

正交子空间投影(OSP)方法广泛用于目标与背景的分离之中,对于高光谱影像,OSP可用于目标提取和混合像元分解,但缺点是需要端元的先验知识。针对这一问题,基于OSP的原理提出一种自动提取端元的方法,该方法不需端元的先验知识并且不需对原始数据进行降维。实验使用由OMISⅠ和PHI获取的两组高光谱数据进行端元提取,并采用带全约束条件的最小二乘法进行混合像元分解,结果精度令人满意,证明算法进行端元自动提取的可行性。  相似文献