Effects of Bracing of High-Rise Buildings upon their Static and Dynamic Behavior
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30. Mai 2014
Über diesen Artikel
Online veröffentlicht: 30. Mai 2014
Seitenbereich: 10 - 15
DOI: https://doi.org/10.2478/cee-2014-0002
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© 2014
This article is distributed under the terms of the Creative Commons Attribution Non-Commercial License, which permits unrestricted non-commercial use, distribution, and reproduction in any medium, provided the original work is properly cited.
The paper describes effects of bracing of high-rise buildings upon their static and dynamic behaviour. In static and dynamic analyses, values of displacement for 4 different variants of stiffening elements distribution were calculated. The calculations were made for building both fixed into the ground and rested on elastic supports. The building was modelled as a 3D variant using Finite Element Method (FEM) in program Scia Engineer.