Numerical evaluation on shell buckling of empty thin-walled steel tanks under wind load according to current American and European design codes
Author:
Publisher
Elsevier BV
Subject
Mechanical Engineering,Building and Construction,Civil and Structural Engineering
Reference24 articles.
1. Deflection and buckling behavior of thin, circular cylindrical shells under wind loads;Uematsu;J Wind Eng Indust Aerodyn,1985
2. Effect of imperfections on wind-loaded cylindrical shells;Greiner;Thin-Walled Struct,1995
3. Imperfection sensitivity to elastic buckling of wind loaded open cylindrical tanks;Godoy;Struct Eng Mech,2002
4. Wind pressures and buckling of cylindrical steel tanks with a conical roof;Portela;J Constr Steel Res,2005
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