Community Research and Development Information Service - CORDIS

Abstract

Cable-supported structures and particularly long-span suspension or cable-stayed bridges are among the most important engineering structures of the second half of this century. Improvements in materials led to the construction of progressively longer, structurally more efficient and slender bridges. But consequently, structures are more and more flexible and more sensitive to wind as well as to "live-load" induced vibrations. This justifies the development of appropriate active damping devices. After a brief presentation of the strategy for damping cable structures with active tendons, this paper gives an overview of large-scale experiments performed in the frame of the Brite-Euram project ACE. Finally, the paper reports on the outputs of the outgoing EC funded project CaSCo dedicated to semi-active control of civil structures.

Additional information

Authors: MAGONETTE G, JRC-Institute Systems, Informatics and Safety, Structural and Mechanics Unit, Ispra (IT);MARAZZI F, JRC-Institute Systems, Informatics and Safety, Structural and Mechanics Unit, Ispra (IT);PREUMONT A, Universite Libre de Bruxelles(BE);BOSSENS F, Universite Libre de Bruxelles(BE);AUPERIN M, Bouygues SA, St Quentin en Yvelines, (FR);DUMOULIN C, Bouygues SA, St Quentin en Yvelines, (FR)
Bibliographic Reference: Oral report given at: IMAX XIX. Organized by: Society for Experimental Mechanics Inc. Held in: Rolando (US) 5-8 February, 2001
Record Number: 200013210 / Last updated on: 2001-03-23
Category: PUBLICATION
Original language: en
Available languages: en