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Ring-stiffened cylinder

The containment is a prestressed reinforced concrete structure in the shape of a cylinder with a torispherical dome and a flat foundation mat. The cylindrical portion of the containment is prestressed by a post tensioning system consisting of horizontal tendons and vertical tendons. The dome is prestressed with crossed tendons that are anchored at the dome stiffening ring girder. The foundation mat is conventional reinforced concrete. [Pg.117]

External pressure— All walls -cylinders without stiffening rings n 2.0 2.0 1.35... [Pg.23]

The available / obtained I Rim Eq. H. lOu must be lower than the available moment of inertia of the stiffening ring. This inertia is calculated without considering the contribution of the adjacent cylinder. If the composite / of the ring and the effective cylinder are considered, then a penalty of 28% is applied to Eq. 8.10 and a new expession given by... [Pg.126]

See other pages where Ring-stiffened cylinder is mentioned: [Pg.716]    [Pg.717]    [Pg.718]    [Pg.716]    [Pg.717]    [Pg.718]    [Pg.718]    [Pg.95]    [Pg.716]    [Pg.717]    [Pg.718]    [Pg.716]    [Pg.717]    [Pg.718]    [Pg.718]    [Pg.95]    [Pg.514]    [Pg.55]    [Pg.95]    [Pg.95]    [Pg.95]    [Pg.1135]    [Pg.958]    [Pg.3164]    [Pg.1304]    [Pg.1305]    [Pg.3163]    [Pg.1139]    [Pg.108]    [Pg.19]    [Pg.87]    [Pg.716]    [Pg.76]    [Pg.716]    [Pg.42]    [Pg.57]    [Pg.416]   
See also in sourсe #XX -- [ Pg.716 , Pg.718 ]

See also in sourсe #XX -- [ Pg.716 , Pg.718 ]



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Stiffeners

Stiffening

Stiffening rings

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