The Ultrahyperbolic Differential Equation with Four Independent Variables

Fritz John ◽  
1985 ◽  
pp. 79-101
Author(s):  
Fritz John
1979 ◽  
Vol 2 (1) ◽  
pp. 143-145 ◽  
Author(s):  
Gerald Rosen

For an ordinary differential equation invariant under a one-parameter group of scale transformationsx→λx,y→λαy,y′→λα−1y′,y″→λα−2y″, etc., it is shown by example that an explicit analytical general solution may be obtainable in parametric form in terms of the scale-invariant variableξ=∫xy−1/αdx. This alternative integration may go through, as it does for the example equationy″=kxy−2y′, in cases for which the customary dependent and independent variables(x−αy)and(ℓnx)do not yield an analytically integrable transformed equation.


1972 ◽  
Vol 13 (1) ◽  
pp. 35-46
Author(s):  
David Colton

In this paper solutions of the generalized metaharmonic equation in several independent variables where λ > 0 are uniquely decomposed into the sum of a solution regular in the entire space and one satisfying a generalized Sommerfeld radiation condition. Due to the singular nature of the partial differential equation under investigation it is shown that the radiation condition in general must hold uniformly in a domain lying in the space of several complex variables. This result indicates that function theoretic methods are not only the correct and natural avenue of approach in the study of singular ordinary differential equations, but are basic in the investigation of singular partial differential equations as well.


2016 ◽  
Vol 6 (2) ◽  
pp. 21-24
Author(s):  
A. Mahavir Singh ◽  
B. I.K. Pandita ◽  
C. S.K. Kheer

Abstract A new methodology based on Principle of Quasi Work is used for calculating the deflections in plates. The basis of this methodology is concept of topologically similar systems. Present method uses a priory known solution for deflection of a simply supported plate for arriving at the deflection of any other topologically similar plate with different loading and boundary conditions. This priory known solution is herein referred to as reference equation. Present methodology is easy as deflections are obtained mostly by elementary mathematics for point loads and for other loads by integration that’s integrant is reference equation multiplied by the equation of load. In the present methodology solution of fourth order partial differential equation in two independent variables as used in lengthy and not so easy conventional method is bypassed.


1953 ◽  
Vol 49 (2) ◽  
pp. 362-364 ◽  
Author(s):  
G. W. Morgan ◽  
K. Stewartson

This note is concerned with the problem of the slow motions of an inviscid, incompressible rotating fluid, and in particular with the motion of a sphere along the axis of rotation. This problem was studied recently by Stewartson (2), who overcomes the principal mathematical difficulty, viz. that of formulating the problem in a coordinate system in which the appropriate differential equation can be solved simply and in which the sphere is a coordinate surface, by a very elegant transformation of independent variables. Stewartson, however, uses inappropriate initial conditions. It is the purpose of this note to discuss the question of initial conditions in the light of results previously obtained by the writer (1).


1. The present paper is suggested by that of Dr. H. F. Baker in the ‘Proceedings of the London Mathematical Society,’ vol. xxxv., p. 333, “On the Integration of Linear Differential Equations.” In that paper a linear ordinary differential equation of order n is considered as derived from a system of n linear simultaneous differential equations dx i / dt = u i1 x +.....+ u i n x n ( i = 1... n ), or, in abbreviated notation, dx / dt = ux , where u is a square matrix of n rows and columns whose elements are functions of t , and x denotes a column of n independent variables. A symbolic solution of this system is there given and denoted by the symbol Ω( u ). This is a matrix of n rows and columns formed from u as follows :—Q ( ϕ ) is the matrix of which each element is the t -integral from t 0 to t of the corresponding element of ϕ , ϕ being any matrix of n rows and columns; then Ω( u ) = 1+Q u +Q u Q u +Q u Q u Q u ..... ad inf ., where the operator Q affects the whole of the part following it in any term.


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