Analysis of the horizontal roof bracings in terms of the initial bow imperfection
1
Politechnika Śląska w Gliwicach, Wydział Budownictwa, ul. Akademicka 5, 44-100 Gliwice
2
Akademia Techniczno-Humanistyczna w Bielsku-Białej, Wydział Inżynierii Materiałów, Budownictwa
i Środowiska, ul. Willowa 2, 43-309 Bielsko-Biała
Publication date: 2018-07-18
Zeszyty Naukowe Politechniki Częstochowskiej seria Budownictwo 2017;23(1)
KEYWORDS
ABSTRACT
The author’s approach has been presented in this paper for the determination of the stabilizing
load for bracing systems. Such an approach allows replacing the pre-bending of the upper flanges in
the 3D model. An example of a practical application of this approach has been presented in this paper
for a single-nave hall. The obtained results were compared to the geometrical non-linear calculations
of 3D construction model with the geometrical imperfections and to the 2D calculation of the bracing
systems model based on codes.
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| eISSN: | 0526-5916 |
| ISSN: | 0860-7214 |
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