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for
Background.
In the study of earthquake induced vibrations
on multistory buildings, the free transverse oscillations satisfy the
equation
(1)
,
where the forces acting on the i-th floor are
.
Consider a building with n floors each of
mass m slugs and the horizontal restoring force
of k tons/foot between floors. Then this
system reduces to the form
(2)
,
where
.
Proof Earthquake Models Earthquake Models
Computer Programs Earthquake Models Earthquake Models
Example 1. Consider
a building with n = 6 floors each of
mass m = 1250 slugs (weight of 20 tons)
and the horizontal restoring force of k = 10,000
lb/ft = 5 tons/foot between floors.
Then
, and
this system reduces to the form
Compute the eigenvalues of matrix
,
and the natural frequencies
and periods P of
oscillation of the building.
Solution
1.
More Background.
A horizontal earthquake oscillation of
amplitude
of
the form
will
produce an acceleration
,
and the opposite internal force on each floor of the building
is
. The
resulting non-homogeneous system is
, where
.
Example 2. Solving
the above non-homogeneous system for the coefficient
vector v for X[t].
The vector v is the solution to the
equation
.
Use the earthquake amplitude e =
0.075 ft = 0.9
in. for this example.
Solve the linear system using the parameters
and e =
0.075.
Find the coefficient vector v and
the vector X[t]. Plot
the vibrations of each floor.
Solution
2.
Example 3. For the
above non-homogeneous system the coefficient
vector v is
the solution to the equation
.
Plot the maximum amplitude of oscillation of the floors vs the
parameter
over
the interval
,
this graph should have six vertical asymptotes corresponding to each
value
in
the table above.
Then plot the maximum amplitude as a function of the
period p in
seconds.
Solution
3.
Old Lab Project (Earthquake Induced Vibrations Earthquake Induced Vibrations). Internet hyperlinks to an old lab project.
Research Experience for Undergraduates
Earthquake Models Earthquake Models Internet hyperlinks to web sites and a bibliography of articles.
Download this Mathematica Notebook Earthquake Induced Vibrations
Return to Numerical Methods - Numerical Analysis
(c) John H. Mathews 2004