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Effects of Edge Restraint on Slab Behavior
This study was performed in conjunction with a Federal Emergency Management Agency program to plan, design, and construct keyworker blast shelters which would be used in high-risk areas of the country during and after a nuclear attack. The shelters considered in this study were box-type structures in which damage is much more likely to occur in the roof slab than in the walls or floor. In this part of the program, the effect of edge restraint on slab behavior was investigated. The primary objective was to determine the effects of partial rotational restraint on slab strength, ductility, and mechanism of failure. Sixteen one-way, reinforced concrete plate elements were tested in a reaction structure under uniform static water pressure.
Effects of Edge Restraint on Slab Behavior
This study was performed in conjunction with a Federal Emergency Management Agency program to plan, design, and construct keyworker blast shelters which would be used in high-risk areas of the country during and after a nuclear attack. The shelters considered in this study were box-type structures in which damage is much more likely to occur in the roof slab than in the walls or floor. In this part of the program, the effect of edge restraint on slab behavior was investigated. The primary objective was to determine the effects of partial rotational restraint on slab strength, ductility, and mechanism of failure. Sixteen one-way, reinforced concrete plate elements were tested in a reaction structure under uniform static water pressure.
Effects of Edge Restraint on Slab Behavior
L. K. Guice (Autor:in)
1986
283 pages
Report
Keine Angabe
Englisch
Emergency Services & Planning , Nuclear Warfare , Shelters , Attack , Behavior , Blast , Ductility , Edges , Failure , Nuclear warfare , Response , Restraint , Risk , Roofs , Rotation , Static pressure , Strength(General) , Structural properties , Walls , Water , Nuclear explosion damage , Reinforced concrete , Plates , Slabs
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