References
- Bąkowski T. (2017). Uneven settlement of tanks. Some issues for determination of internal forces in shell-to-bottom connection. Doctoral thesis Department of Civil Engineering and Enviroment of Gdansk University of Technology, (in polish)
- Bell R. A., Junichi I. (1980). Settlement comparison used in tank – failure study. Journal of the Geotechnical Engineering DivisionProceedings of the American Society of Civil Engineers Vo. 106. No. GT 2,1980.
- Weydmann G. (2011). The effect of settlement of bottom having trough shape on stress state in steel vertical cylinder tank. Doctoral thesis. Department of Civil Engineering and Enviroment of Gdansk University of Technology , (in polish).
- Hotała E., Ignatowicz R. (2018). Failure risk of bottoms of cylindrical steel tanks supported on ring foundations. Building Materials 4/2018, p. 88-90, (in polish)
- Wu T.Y., Liu G.R. (2000). Comparison of design methods for a tank-bottom annular plate and concrete ringwall. International Journal of Pressure Vessels and Piping 77, p. 511-517.
- Lenzi M., Campana P. (2008). Ovalization of Steel Storage Tanks as a Result of Differential Settlements Structural Engineering International, Volume 18, No. 4.
- EN 14015:2004. Specification for the design and manufacture of site built, vertical, cylindrical, flat-bottomed, above ground, welded, steel tanks for the storage of liquids at ambient temperature and above.
- SOFiSTiK 2018-9. Licence: Stalbet Wielkopolska dr inż. Rajmund Ignatowicz.