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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

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