A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
It is shown that tie reinforcement may be required in supporting beams to carry membrane forces; tests on twenty small-scale mortar models of idealized nine-panel slab-and-beam floors with interior panel uniformly loaded are described; tests illustrated modes of failure of exterior panels with insufficient reinforcement to resist reactive forces due to membrane action of interior panel; ultimate loads of interior panels of slabs with adequately reinforced exterior panels showed good agreement with theory derived previously.
It is shown that tie reinforcement may be required in supporting beams to carry membrane forces; tests on twenty small-scale mortar models of idealized nine-panel slab-and-beam floors with interior panel uniformly loaded are described; tests illustrated modes of failure of exterior panels with insufficient reinforcement to resist reactive forces due to membrane action of interior panel; ultimate loads of interior panels of slabs with adequately reinforced exterior panels showed good agreement with theory derived previously.
Lateral stiffness and strength required to ensure membrane action at ultimate load of reinforced concrete slab-and-beam floor
Mag Concrete Research
Park, R. (author)
1965
10 pages
Article (Journal)
English
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Lateral Load Stiffness and Strength Requirements for Slab Structures
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