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- W2016072180 abstract "Features of current moment redistribution provisions in American and European structural concrete standards are reviewed and compared. Some major differences are identified, along with their common objective of ensuring the rotation compatibility at the ultimate limit state of continuous structures. High amounts of moment redistribution (and the related economic advantages) sometimes tend to go against satisfactory service behaviour, particularly for prestressed members. Examination of moment redistribution formulae and main serviceability criteria suggests that some major variables currently neglected play a considerable role in ensuring the largest moment redistribution together with satisfactory service behaviour. Among these variables the dead to live load ratio, the degree of prestressing, the specified partial load factors, and the allowable performance target values (cracks, deflections, stresses) are investigated. Appropriate formulae to allow for their contribution are proposed, which may be easily implemented in any code. Finally, two numerical examples illustrate the practical implications of the theoretical aspects investigated in the paper. Key words: moment redistribution, reinforced and prestressed concrete, serviceability control, structural codes." @default.
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- W2016072180 date "1991-02-01" @default.
- W2016072180 modified "2023-09-29" @default.
- W2016072180 title "Moment redistribution in structural concrete codes" @default.
- W2016072180 doi "https://doi.org/10.1139/l91-012" @default.
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