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Toplam kayıt 4, listelenen: 1-4
Stress resultants for wind girders in open-top cylindrical steel tanks
(Elsevier Sci Ltd, 2019)
Empty open-top cylindrical steel tanks are susceptible to buckling when subjected to external pressure due to wind or partial vacuum due to blocked vents. A "wind girder" is commonly used at the top of the tank wall to ...
Buckling assessment of cylindrical steel tanks with top stiffening ring under wind loading
(Routledge, 2019)
A stiffening ring is commonly used at the top of the tank wall to increase its strength against external pressure instability. Traditional design treatments generally consider cylindrical storage tanks under uniform external ...
Stability of laterally unsupported shear links in eccentrically braced frames
(WILEY, 2021)
I-shaped links in eccentrically braced frames (EBFs) are susceptible to lateral or lateral torsional buckling when subjected to cyclic link rotations. Lateral bracing should be provided at the ends of the I-shaped links ...
Stiffness requirements for wind girders in open-top cylindrical steel tanks
(ELSEVIER SCI LTD, 2022)
Aboveground cylindrical storage tanks are very thin shell structures which are prone to buckling when subjected to wind pressure. Both external and internal pressures are developed due to wind action, and the magnitudes ...