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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

Fulltext: english, pdf (1 MB) pages 1097-1110 downloads: 916* cite
APA 6th Edition
Aćić, M., M. Vlajić, Lj. & Kostić, D. (2013). Determination of prestressing levels for cable trusses as a function of their stability. Građevinar, 65 (12.), 1097-1110. https://doi.org/10.14256/JCE.863.2013
MLA 8th Edition
Aćić, Mirko, et al. "Determination of prestressing levels for cable trusses as a function of their stability." Građevinar, vol. 65, no. 12., 2013, pp. 1097-1110. https://doi.org/10.14256/JCE.863.2013. Accessed 18 Jan. 2021.
Chicago 17th Edition
Aćić, Mirko, Ljubomir M. Vlajić and Dragan Kostić. "Determination of prestressing levels for cable trusses as a function of their stability." Građevinar 65, no. 12. (2013): 1097-1110. https://doi.org/10.14256/JCE.863.2013
Harvard
Aćić, M., M. Vlajić, Lj., and Kostić, D. (2013). 'Determination of prestressing levels for cable trusses as a function of their stability', Građevinar, 65(12.), pp. 1097-1110. https://doi.org/10.14256/JCE.863.2013
Vancouver
Aćić M, M. Vlajić Lj, Kostić D. Determination of prestressing levels for cable trusses as a function of their stability. Građevinar [Internet]. 2013 [cited 2021 January 18];65(12.):1097-1110. https://doi.org/10.14256/JCE.863.2013
IEEE
M. Aćić, Lj. M. Vlajić and D. Kostić, "Determination of prestressing levels for cable trusses as a function of their stability", Građevinar, vol.65, no. 12., pp. 1097-1110, 2013. [Online]. https://doi.org/10.14256/JCE.863.2013
Fulltext: croatian, pdf (1 MB) pages 1097-1110 downloads: 385* cite
APA 6th Edition
Aćić, M., M. Vlajić, Lj. & Kostić, D. (2013). Utvrđivanje razine prednaprezanja kabelskih rešetki u funkciji njihove stabilnosti. Građevinar, 65 (12.), 1097-1110. https://doi.org/10.14256/JCE.863.2013
MLA 8th Edition
Aćić, Mirko, et al. "Utvrđivanje razine prednaprezanja kabelskih rešetki u funkciji njihove stabilnosti." Građevinar, vol. 65, no. 12., 2013, pp. 1097-1110. https://doi.org/10.14256/JCE.863.2013. Accessed 18 Jan. 2021.
Chicago 17th Edition
Aćić, Mirko, Ljubomir M. Vlajić and Dragan Kostić. "Utvrđivanje razine prednaprezanja kabelskih rešetki u funkciji njihove stabilnosti." Građevinar 65, no. 12. (2013): 1097-1110. https://doi.org/10.14256/JCE.863.2013
Harvard
Aćić, M., M. Vlajić, Lj., and Kostić, D. (2013). 'Utvrđivanje razine prednaprezanja kabelskih rešetki u funkciji njihove stabilnosti', Građevinar, 65(12.), pp. 1097-1110. https://doi.org/10.14256/JCE.863.2013
Vancouver
Aćić M, M. Vlajić Lj, Kostić D. Utvrđivanje razine prednaprezanja kabelskih rešetki u funkciji njihove stabilnosti. Građevinar [Internet]. 2013 [cited 2021 January 18];65(12.):1097-1110. https://doi.org/10.14256/JCE.863.2013
IEEE
M. Aćić, Lj. M. Vlajić and D. Kostić, "Utvrđivanje razine prednaprezanja kabelskih rešetki u funkciji njihove stabilnosti", Građevinar, vol.65, no. 12., pp. 1097-1110, 2013. [Online]. https://doi.org/10.14256/JCE.863.2013

Abstracts
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

[croatian]

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