STAY CABLE : The System in Top Form N°220 - Freyssinet
STAY CABLE : The System in Top Form N°220 - Freyssinet
STAY CABLE : The System in Top Form N°220 - Freyssinet
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T R A N S V E R S E<br />
various stay cable configurations,<br />
from the central l<strong>in</strong>e of stays to the<br />
four-stay l<strong>in</strong>es used for bigger<br />
structures; he highlighted the evolution<br />
of decks to composite solutions<br />
and of pylons to forms that<br />
CONFERENCES<br />
Bruno Dupety.<br />
Karl Frank.<br />
give architects more room for<br />
imag<strong>in</strong>ation and audacity. <strong>The</strong><br />
durability of stay cables, key to the<br />
structural design, was discussed by<br />
Professor Karl Frank from the University<br />
of Aust<strong>in</strong>, Texas (USA). Based<br />
on the example of the bridges of<br />
Maracaibo Lake (Venezuela) and<br />
Kohlbrand (Germany), he dealt with<br />
the problem of locked coil strand<br />
corrosion and showed the evolution<br />
<strong>The</strong> Freyss<strong>in</strong>et Stay<br />
Cable on Tour <strong>in</strong> Asia<br />
Last spr<strong>in</strong>g, Freyss<strong>in</strong>et organized<br />
two conferences <strong>in</strong> Asia; This region<br />
of the world is where the largest<br />
bridge projects are carried out today.<br />
<strong>The</strong> paradox of advanced technologies<br />
is that their applications<br />
often become commonplace.<br />
To prevent this risk and to <strong>in</strong>crease<br />
knowledge of the recently-developed<br />
high performance stay cable<br />
systems, Freyss<strong>in</strong>et organized two<br />
conferences that brought together<br />
around 400 guests at the beg<strong>in</strong>n<strong>in</strong>g<br />
of 2004. <strong>The</strong> first was held <strong>in</strong> Hong<br />
Kong on the 31st of March and the<br />
second <strong>in</strong> Tokyo on the 2nd of<br />
April. In his <strong>in</strong>troduction, Bruno<br />
Dupety, the chief executive officer<br />
of Freyss<strong>in</strong>et International, stressed<br />
the public’s fasc<strong>in</strong>ation with<br />
cable-stayed bridges, and the fact<br />
that the great strides made over the<br />
past 30 years <strong>in</strong> terms of durability,<br />
mechanical performance and<br />
René Walther.<br />
<strong>in</strong>stallation will make way for even<br />
more dar<strong>in</strong>g projects. Honorary<br />
professor at the École polytechnique<br />
of Lausanne (Switzerland),<br />
René Walther presented the brief<br />
history of these structures. Illustrated<br />
with many images, his presentation<br />
gave an overview of the<br />
Michel Virlogeux.<br />
to systems with parallel cables<br />
threaded <strong>in</strong>to metal sheaths or<br />
HDPE. He also stressed the need to<br />
follow the recommendations of the<br />
fib to search for “multibarrier” stay<br />
cable protection methods. Michel<br />
Virlogeux, consult<strong>in</strong>g eng<strong>in</strong>eer and<br />
designer, presented the vibration<br />
problems encountered by designers.<br />
Supported by mathematical<br />
illustrations, he presented the various<br />
types of vibration and “parametric<br />
excitation” and then detailed<br />
the devices available to elim<strong>in</strong>ate or<br />
reduce these phenomena, such as<br />
sheath helicoidal fillets developed<br />
for the Normandy Bridge or the<br />
22 Soils & Structures Second Semester 2004