Nowadays, the high quality of available building materials, powerful machinery and high precision construction techniques allow us to build bridges with very long spans at efficient costs. Depending on the site and the spans, the most common solutions for these types of structures are arch bridges, cable stayed bridges, suspension bridges and even variations among the three. Because of their size and the nature of the crossed obstacles, these types of structures can be very difficult to access outside the carriageways or the pavements and so, inspection maintenance works are very difficult and costly. One critical structural element which is common for all these bridges are the cables. They are out in the open, exposed to a wide variety of phenomena which can cause them damage. Although they perform exceptionally well under tensile forces in longitudinal directions, they are very weak and prone to take damage under transverse loads. For example, it has been observed, that long cable stays tend to vibrate uncontrollably. If left uncheck, these vibrations can resonate and cause damage to the protective sheath, anchorages and even the cables themselves, eventually leading to their collapse. In order to prevent this, engineers must take into account the various mechanisms that can cause vibrations, determine their effect on the stays, and find ways to mitigate them in order to reduce the amplitudes under acceptable levels. Cable vibration simulation using numerical models is very difficult to do, due to the high degree of uncertainty, large volume of processing to be done and lack of validation methods for the results. This paper presents a scaled model analysis of a cable stay in a wind tunnel where vibrations are measured under different wind speeds. Finite element models of the cable are then done, using the measurements to correct certain design parameters in order to improve the precision of the calculated results
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