Formulation and Solution of Structured Total LeastNorm Problems for Parameter EstimationSabine

نویسندگان

  • Sabine Van Hu
  • Haesun Park
  • J. Ben Rosen
چکیده

The Total Least Squares (TLS) method is a generalization of the least squares (LS) method for solving overdetermined sets of linear equations Ax b. The TLS method minimizes jjEj?r]jj F where r = b?(A+E)x, so that (b?r) 2 Range(A+E), given A 2 C mn , with m n and b 2 C m1. The most common TLS algorithm is based on the singular value decomposition (SVD) of A j b]. However, the SVD based methods may not be appropriate when the matrix A has a special structure, since they do not preserve the structure. Recently, a new problem formulation, called Structured Total Least Norm (STLN), and algorithm for computing the STLN solution have been developed. The STLN method preserves the special structure of A or A j b], and can minimize the error in the discrete L p norm, where p = 1; 2 or 1. In this paper, the STLN problem formulation is generalized for computing the solution of STLN problems with multiple right-hand sides AX B. It is shown that these problems can be converted to ordinary STLN problems with one right-hand side. In addition, the method is shown to converge to the optimal solution in certain model reduction problems. Furthermore, the application of the STLN method to various parameter estimation problems is studied in which the computed correction matrix applied to A or A j B] keeps the same Toeplitz structure as the data matrix A or A j B], respectively. In particular, the L 2 norm STLN method is compared with the LS and TLS methods in deconvolution, transfer function modeling and linear prediction problems, and shown to improve the accuracy of the parameter estimates by a factor of 2 to 40 at any signal-to-noise ratio.

برای دانلود متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

ثبت نام

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

منابع مشابه

Study of 200 dispensing prescriptions in respect to their formulation suitability.

SUMMARY At the present study a total number of 200 dispensing prescriptions for skin use was studied in respect to the suitability of their formulation ingredients. The results showed that there was problems with almost all dispensed prescriptions including: - insolubility of drug in its prescribed vehiclp. - Insufficiency of alcoholic grade as formulation solvent. - Using tablet or caps...

متن کامل

A General Boundary Element Formulation for The Analysis of Viscoelastic Problems

The analysis of viscoelastic materials is one of the most important subjects in engineering structures. Several works have been so far made for the integral equation methods to viscoelastic problems. From the basic assumptions of viscoelastic constitutive equations and weighted residual techniques, a simple but effective Boundary Element (BE) formulation is developed for the Kelvin viscoelastic...

متن کامل

Weighted/Structured Total Least Squares problems and polynomial system solving

Weighted and Structured Total Least Squares (W/STLS) problems are generalizations of Total Least Squares with additional weighting and/or structure constraints. W/STLS are found at the heart of several mathematical engineering techniques, such as statistics and systems theory, and are typically solved by local optimization methods, having the drawback that one cannot guarantee global optimality...

متن کامل

An optimal analytical method for nonlinear boundary value problems based on method of variation of parameter

In this paper, the authors present a modified convergent analytic algorithm for the solution of nonlinear boundary value problems by means of a variable parameter method and briefly, the method is called optimal variable parameter method. This method, based on the embedding of a parameter and an auxiliary operator, provides a computational advantage for the convergence of the approximate soluti...

متن کامل

Seepage with Nonlinear Permeability by Least Square FEM

In seepage problems, the coefficients of permeability in Laplace equation are usually assumed to be constant vs. both space and time; but in reality these coefficients are variable. In this study, the effect of material deformation due to external loads (consolidation) and variation of head in the consolidation process are considered. For the first case, formulation of kx and ky can be defined ...

متن کامل

ذخیره در منابع من


  با ذخیره ی این منبع در منابع من، دسترسی به آن را برای استفاده های بعدی آسان تر کنید

برای دانلود متن کامل این مقاله و بیش از 32 میلیون مقاله دیگر ابتدا ثبت نام کنید

ثبت نام

اگر عضو سایت هستید لطفا وارد حساب کاربری خود شوید

عنوان ژورنال:

دوره   شماره 

صفحات  -

تاریخ انتشار 1996