ENV1993-1-6,Eurocode 3:Design of Steel Structures,Part 1-6:General Rules:Supplementary Rules for Shell Structures[S].Brussels:European Committee for Standardisation,1999.
[3]
Jullien J F,Limam A.Effects of Openings of the Buckling ofCylindrical Shells Subjected to Axial Compression[J].Thin-WalledStructures,1998,31:187-202.
[4]
Wang Dengfeng,Cao Pingzhou.Study on Reinforcement Method ofRectangular Openingin Large Cylindrical Shell[J].钢结构,2006,21(增刊):510-520.
[5]
GB50017—2003钢结构设计规范[S].
[6]
Rotter J M,TengJ G.Elastic Stability of Cylindrical Shells with WeldDepressions[J].Journal of Structural Engineering,1989,115(5):1244-1263.
[7]
Martin Pircher,Russell QBridge.Bucklingof Thin-Walled Silos andTanks Under Axial Load-Some New Aspects[J].Journal ofStructural Engineering,2001,127(10):1129-1136.
[8]
Pircher M,Berry P A,Ding X,et al.The Shape of CircumferentialWeld-InducedImperfectionsin Thin-Walled Steel Soils and Tanks[J].Thin-Walled Structures,2001,39:999-1014.
[9]
Berry P A,Rotter J M,Bridge R Q.Compression Tests on Cylinderswith Circumferential Weld Depressions[J].Journal of EngineeringMechanics,2000,126(4):405-413.
[10]
Mark J,Holst F G,Michael J Rotter,et al.Imperfections andBucklingin Cylindrical Shells with Consistent Residual Stresses[J].Journal of Constructional Steel Research,2000,54:265-282.
[11]
Yamaki N.Elastic Stability of Circular Cylindrical Shells[M].NorthHolland:Amsterdam,1984.
[12]
Winterstetter Th A,Schmidt H.Stability of Circular Cylindrical SteelShells Under Combined Loading[J].Thin-Walled Structures,2002,40:893-909.
[13]
王登峰.脱硫塔大型薄壁圆柱钢壳结构的承载机理研究[D].南京:河海大学,2009.
[14]
Krasovsky VL,Kostyrko V V.Experimental Studying of Buckling ofStringer Cylindrical Shells Under Axial Compression[J].Thin-Walled Structures,2007,45:877-882.
