THE Thesis
committee: |
Abstract The
present study addresses vibration suppression, as well as wrinkle
mitigation,
of membrane structures whose boundaries are surrounded by web-like
perimeter
cables. This proposed membrane design realizes significant structural
mass
reduction when compared to the conventional catenary design. A key
dynamic
characteristic of the proposed structure is that support perturbations
that
propagated into the outer perimeter cables have a minor effect on the
vibration
frequencies of the membrane. This property has been exploited in the
development of vibration suppression strategies using both passive and
active
control. These strategies are corroborated by carrying out nonlinear
transient
analyses, which account for the effect of wrinkles in the membrane. The
results
confirm that disturbances emanating from the support structures can be
isolated
by the outer perimeter cables, while maintaining the interior membrane
in a
wrinkle-free taut condition. A simple active control law has been
developed and
applied to only the outer perimeter cables. The proposed controllers
consist of
two kinds: linear theory based controllers and autonomous distributed
cable
tension controllers. Additionally, passive vibration suppression
effects in the
web-cables are enhanced by tailoring the topology and thickness of the
cable
networks. Numerical simulations show that the combination of the
web-cable
girded membranes and the proposed vibration suppression strategies can
provide
sufficient damping for both in-plane and out-of-plane vibrations. |