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Earthquakes in California, USA
and Kobe, Japan have recently demonstrated the potential for very
large seismic events that hitherto were not forecast. The levels of
disturbance experienced during these powerful earthquakes were far
greater than structural designers, and their associated design codes,
had forecast; the result was wide spread damage and destruction to
highways and bridges as well as loss of life.
One important lesson that has been learned is that it is imperative
that bridges, which connect major transportation routes, must continue
to function after an earthquake or geological disturbance. New technologies
and design efforts at LCL have resulted in a system of Shock Transmission
and Damping Units, or STUs and SDUs for short, that can now contribute
towards the ability for large structures to better withstand such
large disturbances.
The advantage of LCL's STUs and SDUs is that they can be integrated
with new and existing structures without interfering with that structure's
normal load bearing and connecting systems. In so doing they can
allow for slow moving structural deflections (expansion, contraction
and rotation) due to thermal effects, creep, wind and traffic. But
during high dynamic loading, as the result of an earthquake, explosion
or other event, the combination of the rigid connection created
by STU and the damping effect of the SDU allows the structure to
withstand such high dynamic loads.
LCL's STU and SDU systems lead the industry because of the ease
in which existing structures can be upgraded in the most cost effective
way; for example road traffic does not need to be stopped during
bridge installations and the time to install is very short. Furthermore
LCL's devices are designed to have a usable life of 100 years and
are maintenance free, easily inspected and extremely easy to be
replaced.
Independent Laboratory testing has certified LCL's STU and SDU
devices for a wide range of static and dynamic loads and displacements,
as well as operating temperatures down to -35 degrees Centigrade.
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10th Congress on the advancement of
Research in Quebec for Bridges
(10ième Colloque sur
la progression
de la recherche québécoise
sur les ouvrages d'art)
View
the resume of our presentation
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