THE PROJECT OF THE COUPLED STRUCTURE OF THE PUBLIC GARAGE IN BIJELJINA WITH DETAILED VIBRATION CONTROL

Authors

  • Živan Doknić Autor

DOI:

https://doi.org/10.24867/23CG02Doknic

Keywords:

composite structures, traffic and pedestrian load, natural frequency

Abstract

The topic of the paper is the analysis of usabi­lity criteria of vibrations caused by traffic and pedestrian loads of the coupled structure of the public garage in Bijeljina. In the „AxisVM x6“ program, the behavior of the coupled structure of the public garage was analyzed. The results of the numerical analysis were compared with the analytical method according to BS6472 and an asse­ssment was made of the construction on the fulfillment of the serviceability limit states in terms of vibrations.

References

[1] BS 6472:1992 Guide to evaluation of human exposure to vibration in buildings (1 Hz to 80Hz), British Standards Institution (1992)
[2] D. Buđevac, Z. Marković, D. Čukić, D. Tošić: Metalne konstrukcije, Građevinska knjiga Beograd 2007
[3] Design Guide for floor vibrations, Arcelor-Mittal
[4] EN 1994-1-1; Eurocode 4: Design of composite steel and concrete structures, Part 1-1: General rules and rules for buildings (2005)
[5] ISO 10137 Bases for design of structures – Servise ability of buildings against vibration-International Organisation for Standardization (2008)
[6] Smith A.L , Hicks S J, Devine P J, Desing of Floors for Vibration: A New Approach (2009)
[7] EN 1993-1-1-2005; Evrocod 3, Proračun čeličnih konstrukcija , Dio 1-1: Opšta pravila za zgrade
[8] AxisVM x6 Academic Version: Kontrola vibracija
[9] IDEA StatiCa 22.1: Proračun veza
[10] EN 1990-0: Osnove proračuna konstrukcija
[11] SRPS EN 1991-1-1: Saobraćajno opterećenje za zgrade i saobraćajne površine
[12] SRPS EN 1991-1-5: Termička dejstva
[13] SRPS EN 1991-1: Dejstva na konstrukcije
[14] EvroCode 1994-2:2005 – Composite structures

Published

2023-06-07