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Time-dependent behaviour of prestressed concrete structures
This paper describes a model which permits the analysis of the time-dependent behaviour noncracked prestressed concrete structures under service loads. The influence of the quality and reliability of the input data on the accuracy of the results obtained is stressed. Results obtained with the model are then compared to experimental data. Finally, from the comparison with experimental results it is concluded that such a model is a valuable computational instrument once its limitations are recognized.doi:10.5169/seals-47623 fatcat:4jselmyg65g4jbyup5ui27rbla