Professional paper
https://doi.org/10.13167/2017.15.8
DESIGN OF LIQUID-STORAGE TANK: RESULTS OF SOFTWARE MODELING VS CALCULATIONS ACCORDING TO EUROCODE
Matko Gulin
orcid.org/0000-0001-7811-2123
; University of Split, Faculty of Civil Engineering, Architecture and Geodesy
Ivana Uzelac
; University of Split, Faculty of Civil Engineering, Architecture and Geodesy
Jakub Dolejš
; Czech Technical University in Prague, Faculty of Civil Engineering
Ivica Boko
orcid.org/0000-0003-2282-8362
; University of Split, Faculty of Civil Engineering, Architecture and Geodesy
Abstract
The objective of this article is to show the design process of a liquid-storage tank shell according to Eurocode and compare the results obtained using the norms with those from a finite element method (FEM) analysis. The calculations were performed for an aboveground vertical steel water-storage tank with a variable thickness wall and stiffening ring on top. First, the types of liquid storage tanks are briefly explained. Second, the given tank is described. Third, an analysis of the tank wall according to the Eurocode was carried out. The FEM analysis was performed using the Scia Engineer ver. 17 software. Finally, all the results are presented in tables and compared.
Keywords
shells; modeling; steel-structure; earthquake; buckling
Hrčak ID:
191462
URI
Publication date:
23.12.2017.
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