
2 G.
Freiling and V. Yurko
1. Equation
of a vibrating string.
Consider a stretched string which lies along the x -axis, and suppose for simplicity that
the oscillations take place in a plane, and that all points of the string move perpendicularly
to the x -axis. Then the oscillation process can be described by a function u(x,t), which
characterizes the vertical displacement of the string at the moment t. Suppose that the string
is homogeneous, inextensible, its thickness is constant, and it does not resist bending. We
consider only ”small” oscillations with (u
x
)
2
<< 1. Then the function u(x,t) satisfies the
following equation (see [1, p.23], [2, p.56]):
u
tt
= a
2
u
xx
+ f (x,t), (1.1.4)
where a > 0 is the wave velocity, and f (x,t) represents a known external force. More
general equations for one-dimensional oscillations have the form
ρ(x)u
tt
= (k(x)u
x
)
x
−q(x)u + f (x,t), (1.1.5)
where ρ(x),k(x) and q(x) are specified by properties of the medium. For example, the
equation of longitudinal oscillations of a rod has the form (1.1.5), where u(x,t) is the
displacement of the point x from the equilibrium at the moment t , ρ(x) is the density of
the rod, k(x) is the elasticity coefficient, q(x) = 0 and f (x,t) is the density of external
forces per unit length [1, p.27].
2. Equation of transverse oscillations of a membrane.
Consider a thin homogeneous inextensible membrane. Suppose that the membrane does not
resist bending, and that all its points move perpendicularly to the (x, y) -plane. Let u(x, y,t)
be the vertical displacement of the membrane at the moment t. We consider ”small” trans-
verse oscillations with (u
x
)
2
+(u
y
)
2
<< 1. Then the function u(x,y,t) satisfies the follow-
ing equation (see [1, p.31]):
u
tt
= a
2
(u
xx
+ u
yy
) + f (x,y,t),
where a > 0 , and f (x,y,t) represents a known external force.
3. Wave equation.
Multidimensional oscillation processes in the space of n spatial variables
x = (x
1
,. .. ,x
n
) are described by the so-called wave equation
u
tt
= a
2
∆u + f (x,t), (1.1.6)
where
∆u :=
n
∑
k=1
∂
2
u
∂x
2
k