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Journal ArticleDOI

Linear least squares solutions by householder transformations

Peter A. Businger, +1 more
- 01 Jun 1965 - 
- Vol. 7, Iss: 3, pp 269-276
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TLDR
In this paper, the euclidean norm is unitarily invariant and a vector x is determined such that x is parallel b-Ax parallel = \parallel c - QAx parallel where c denotes the first n components of c.
Abstract
Let A be a given m×n real matrix with m≧n and of rank n and b a given vector. We wish to determine a vector x such that $$\parallel b - A\hat x\parallel = \min .$$ where ∥ … ∥ indicates the euclidean norm. Since the euclidean norm is unitarily invariant $$\parallel b - Ax\parallel = \parallel c - QAx\parallel $$ where c=Q b and Q T Q = I. We choose Q so that $$QA = R = {\left( {_{\dddot 0}^{\tilde R}} \right)_{\} (m - n) \times n}}$$ (1) and R is an upper triangular matrix. Clearly, $$\hat x = {\tilde R^{ - 1}}\tilde c$$ where c denotes the first n components of c.

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Citations
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Application of the Finite Element/Boundary Element Approach to the Analysis of Radiation and Scattering from Fluid-Loaded Elastic and Piezoelectric Structures.

TL;DR: In this paper, a finite element model is combined with a combined Helmholtz integral equation formulation (CHIEF) boundary element model of the wetted surface to compute the in fluid eigenfrequency of a specific mode of the structure.
Journal ArticleDOI

Numerical methods of closed-loop multibody systems with singular configurations based on the geometrical structure of constraints

TL;DR: In this paper, a numerical method of closed-loop multibody systems with singular configurations is presented, in which the traditional hypothesis on independence of constraints is abandoned, and instead of correcting constraint violations at the end of each integration step, positions and velocities are modified to satisfy their constraint equations before they are used to form equations of motion.
Journal ArticleDOI

Further three-dimensional stress analysis of an intersection of a cylindrical shell with a plate

TL;DR: In this paper, the theory presented previously for the three-dimensional state of stress in a plate-cylindrical shell intersection under axisymmetric loading is generalized to include non-axisymmetric loading cases by expansion of loads and stresses in a Fourier series in the circumferential direction.
Dissertation

Feature Engineering for Data Analytics

Ke Xu
Book ChapterDOI

Least-Squares Methods

TL;DR: The method can be used to include information from different sources; experimental and theoretical, and is applied to curve fitting problems and to more general situations.
References
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Journal ArticleDOI

Unitary Triangularization of a Nonsymmetric Matrix

TL;DR: This note points out that the same result can be obtained with fewer arithmetic operations, and, in particular, for inverting a square matrix of order N, at most 2(N-1) square roots are required.