Imperfection sensitivity of slender wind-loaded cylindrical steel shells

Archives of Civil Engineering

Volumn 49, Issue 3, 2003, Pages

  Timmel, I ^a   Hohn K ^a   Schneider, W ^a   Thiele, R ^a  

^a UNIVERSITY OF LEIPZIG   (Germany)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 22644448122     PISSN: 12302945     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (7)

1. Env 1993-1-6 eurocode 3, Design of steel structures - Part 1-6: General rules Supplementary rules for the shell structures. CEN, Brussels 1999.
2. W. SCHNEIDER, Strukturanalyse schlanker stählemer Kreiszylinderschalen unter statischer Windbelastung (Structural analysis of slender cylindrical steel shells under wind load). Shaker-Verlag, Aachen 2000.
3. nd European Conference on Computational Mechanics - ECCM 2001, Cracow, Poland, CD-ROM, 2001.
4. J. G. TENG, J. M. ROTTER, Buckling of pressurized axisymmetrically imperfect circular cylinders under axial load, Journal of Engineering Mechanics, ASCE, 118, 229-247, 1982.
5. ENV 1991-2-4 EUROCODE 1 Basis of design and actions on structures- Pan 2-4: Actions on structures- Wind actions. CEN, Brussels 1995.
6. Y. BASAR, W. B. KRÄTZIG, A consistent shell theory for finite deformations, Acta Mechanica 76, s. 73-87, 1989.
7. W. ZAHLTEN, A contribution to the physically and geometrically nonlinear computer analysis of general reinforced concrete shells, Technical Report 90-2, Dept. Civ. Eng., University of Bochum, 1990.