A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Behavior of continuous slab prestressed in two directions
In investigation reported concrete slab, consisting of four panels, was supported at nine points; prestressing accomplished by means of unbonded post-tensioned cables; experimental values for moments, deflections, and reactions were compared with theoretical values obtained by elastic plate theory and by approximate theories used in present design methods.
Behavior of continuous slab prestressed in two directions
In investigation reported concrete slab, consisting of four panels, was supported at nine points; prestressing accomplished by means of unbonded post-tensioned cables; experimental values for moments, deflections, and reactions were compared with theoretical values obtained by elastic plate theory and by approximate theories used in present design methods.
Behavior of continuous slab prestressed in two directions
Am Concrete Inst -- J
Scordelis, A.C. (author) / Lin, T.Y. (author) / Itaya, R. (author)
1959
19 pages
Article (Journal)
English
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