DEFLECTION CONTROL DESIGN FOR REINFORCED CONCRETE AND PARTIALLY PRESTRESSED CONCRETE LARGER SPAN SLABS
Katsuya Okada, Haruhiko Okamoto, Yosihiro OTA, Tatsuo Okamoto
Abstract
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Katsuya Okada, Haruhiko Okamoto, Yosihiro OTA, Tatsuo Okamoto
Abstract
Open-access reader
The needs of larger span reinforced concrete slabs such as long life housing with a support and infill system are increasing. For larger span slabs the deflection control design is requested because of serviceability problem resulting for excessive deflection. The aim of this paper is to propose the design method of deflection control by applying author's calculation method of minimum slab thickness and of long term deflection of reinforced concrete and partially prestressed concrete slabs.
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The needs of larger span reinforced concrete slabs such as long life housing with a support and infill system are increasing. For larger span slabs the deflection control design is requested because of serviceability problem resulting for excessive deflection. The aim of this paper is to propose the design method of deflection control by applying author's calculation method of minimum slab thickness and of long term deflection of reinforced concrete and partially prestressed concrete slabs.
Key concepts: Serviceability (structure), Deflection (physics), Structural engineering, Prestressed concrete, Slab, Reinforced concrete, Infill, Materials science