[1] EN 14620:2010 Design and manufacture of site built, vertical, cylindrical, flat-bottomed steel tanks for the storage of refrigerated, liquefied gases with operating temperatures between 0°C and –165°C.
[1.1] Part 1: General;
[1.2] Part 2: Metallic components;
[1.3] Part 3: Concrete components;
[1.4] Part 4: Insulation components;
[1.5] Part 5: Testing, dryling, purging and cool-down;

[3] EN 1992-1-1:2008 Eurocode 2: Design of concrete structures – Part 1-1: General rules and rules for buildings .

[4] EN 1992-3:2008 Eurocode 2: Design of concrete structures – Part 3: Liquid retaining and containment structures.

[5] BS 777-3:1993 Flat-bottomed, vertical, cylindrical storage tanks for low temperature service. Part 3: Recommendations for the design and construction of prestressed and reinforced concrete tanks and tank foundations, and for the design and installation of tank insulation, tank liners and tank coatings.

[6] EN 1991-4:2008 Eurocode 1 – Actions on structures – Part 4: Silos and tanks.

[7] fib Model Code 2010, Bulletin 55, First complete draft – Volume 1, March 2010.

[8] fib Model Code 2010, Bulletin 56, First complete draft – Volume 2, April 2010.

[9] Van der Veen J.C., Properties of concrete at very low temperatures. A survey of the literature, Report No. 25–87–2. Delft University of Technology, 1987.

[10] FIP Special Report SR 88/2: Information on the behaviour at very low temperatures of ribbed steels, June 1988.

[11] FIP State of the Art Report: Cryogenic behaviour of materials for prestressing concrete, 1982.