Professional paper

https://doi.org/10.14256/JCE.863.2013

Determination of prestressing levels for cable trusses as a function of their stability

Mirko Aćić ; Sveučilište u Beogradu, Građevinski fakultet
Ljubomir M. Vlajić ; Sveučilište u Subotici, Građevinski fakultet
Dragan Kostić ; Sveučilište u Nišu, Građevinski fakultet

Abstract

The stability of prestressed cable trusses subjected to static and dynamic loads is analysed in the paper. The stiffness of the elastic cable truss system was varied by changing the prestressing force. Modelling results for different levels of tension show that, in terms of satisfying dynamic resistance conditions, a much greater tensile force is required for cable grids with diagonal members, compared to those with vertical rods. The conclusions derived constitute recommendations for the use of calculation methods, as well as for the determination of prestressing forces under which stability criteria are fulfilled.

Keywords

cable trusses; stability; stiffness; vibrations caused by wind; eigen and forced oscillations

Hrčak ID:

113055

URI

https://hrcak.srce.hr/113055

Publication date:

10.1.2014.

Article data in other languages: croatian

Visits: 2.409 *