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Distribution of stresses into steel tank shells induced by executive errors
(Latest Advances in Tank Construction Including Problems of Earthquake Resistance'' Moscow State Building University - International Association for Shells and Spatial Structures - IASS - Working group 1 - "Tanks and Silos'', Moscow State Building University. Moskwa, 1999, 1999-10-12)
Reasons for the arising of defects in shells of steel storage tallk uроn its рrоduсtion and erection are considered оп the example of steel tank with volume 50 000 м3 recently built in Poland. Exact саlculations confirm ...
Tank construction of 75 000 m3 capacity with double shell and double bottom
(C-PRESS, 2000-09-27)
A design for an oil tank of 75 000 m3 capacity has been discussed. The tank is an
ecologically safe object with respect to its use of a double shell and a double bottom with a monitoring system of some possible leakages. ...