𝔖 Bobbio Scriptorium
✦   LIBER   ✦

Bounds on orthogonal arrays and resilient functions

✍ Scribed by Jürgen Bierbrauer


Publisher
John Wiley and Sons
Year
1995
Tongue
English
Weight
212 KB
Volume
3
Category
Article
ISSN
1063-8539

No coin nor oath required. For personal study only.

✦ Synopsis


The only known general bounds on the parameters of orthogonal arrays are those given by Rao in 1947 [J. Roy. Statist. Soc. 9 (1947), 128-1391 for general O A ~ ( t , k , v ) and by Bush [Ann. Math. Stat. 23, (1952), 426-4341 [3] in 1952 for the special case A = 1. We present an algebraic method based on characters of homocyclic groups which yields the Rao bounds, the Bush bound in case t 2 v, and more importantly a new explicit bound which for large values of t (the strength of the array) is much better than the Rao bound. In the case of binary orthogonal arrays where all rows are distinct this bound was previously proved by Friedman [Proc. 33rd IEEE Symp. on Foundations of Comput. Sci., (1992), 314-3191 in a different setting. w e also note an application to resilient functions. 0 1995 John Wiley & Sons, he.


📜 SIMILAR VOLUMES


Bounds and Inequalities for Arbitrary Or
✍ Y.G. Shi 📂 Article 📅 1995 🏛 Elsevier Science 🌐 English ⚖ 296 KB

In this paper, using the approach developed by the author in a previous paper, we deduce some bounds and inequalities for arbitrary orthogonal polynomials on finite intervals and give their various applications. 1995 Academic Press. Inc.

Bounds and Inequalities for General Orth
✍ Y.G. Shi 📂 Article 📅 1993 🏛 Elsevier Science 🌐 English ⚖ 732 KB

In this paper using a new effective approach we deduce some bounds and inequalities for general orthogonal polynomials on finite intervals and give their applications to convergence of orthogonal Fourier series, Lagrange interpolation, orthogonal series with gaps, and Hermite-Fejér interpolation, as

Finite elements based on energy orthogon
✍ P. G. Bergan 📂 Article 📅 1980 🏛 John Wiley and Sons 🌐 English ⚖ 731 KB

## Abstract It is shown how the convergence requirements for a finite element may be written as a set of linear constraints on the stiffness matrix. It is then attempted to construct a best possible stiffness matrix. The constraint equations restrict the way in which these stiffness terms may be ch