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A platform for research: civil engineering, architecture and urbanism
Inelastic behavior of reinforced concrete structures at ultimate load and application of limit design to reinforced concrete frames and slabs are reviewed; capacity of reinforced concrete sections for plastic rotation and moment redistribution in reinforced concrete frames is discussed; current design practice in several countries is quoted; several features of application of yield-line theory for limit design of concrete slabs are considered, including yield criteria, methods of solution, minimum weight design, design of supporting beams, and effects of membrane action.
Inelastic behavior of reinforced concrete structures at ultimate load and application of limit design to reinforced concrete frames and slabs are reviewed; capacity of reinforced concrete sections for plastic rotation and moment redistribution in reinforced concrete frames is discussed; current design practice in several countries is quoted; several features of application of yield-line theory for limit design of concrete slabs are considered, including yield criteria, methods of solution, minimum weight design, design of supporting beams, and effects of membrane action.
Some aspects of limit design of reinforced concrete structures
New Zealand Eng
Park, R. (author)
1966
10 pages
Article (Journal)
English
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