Table 2: Narrowed set of design variables and
performance variables.
Design variables
n [7, 9]
l
b
[0.650, 0.725] (M)
h
b
[0.130, 0.165] (M)
Q(q1) [7, 9]
R(r1) [1.15, 1.5]
Required performances
settling time, T
s
[3.485, 3.50] (sec)
mass, m [0.073, 0.111] (kg)
5 CONCLUSION
Various kinds of variables related to structural
design and control design have uncertainty, such as
lack of knowledge, influence from other sector or
customer, certain weight factor to be subjectively
determined and so on. In the present study, the
uncertainty is expressed by set interval. Then, the
uncertainty of design can also be considered as
adjustment factor. In the present study, the set-based
design method capable of considering the
uncertainties related to the state feedback controller
in control system design and the shape/size of
controlled object in structural system design at the
same time and satisfying the multiple design objects
as well is investigated. The design method is
different from the traditional point-based design
method. In PSD (Preference Set-based Design)
method which is one of the set-based design method,
the design variables and performance variables are
represented by interval set and solution sets of multi-
objective performances can be obtained considering
subspaces with higher satisfaction and robustness of
required performances.
In order to consider the applicability of PSD
method, a virtual inverted pendulum problem on cart
controlled by optimum regulator method in modern
control theory is studied. In the example problem,
five design variables (three and two design variables
for structural system and control system,
respectively), and two required performances (one is
performance for structural system and another for
control system) are selected. As a result of the
application, the effectiveness of PSD method could
be confirmed.
6 FUTURE WORK
Future study based on set-based design method can
be expected from various viewpoints including the
application of other control theory. For example,
turn over design method in modern control theory
has the variation in the position of folding line. By
using the position as a design variable, it is possible
to appropriately select pole placement that desires
transient characteristics. Based on these control
theories, simultaneous design of control and
structural systems will be discussed. Although not
discussed in this paper, we will consider the
influence of fluctuation of the preference in the PSD
method on the results of interval set solutions.
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