Numerical Modelling of Time-Dependent Behaviour of Reinforced Concrete Structure with Use of B3 Model-Reference-Cited by-同舟云学术

Numerical Modelling of Time-Dependent Behaviour of Reinforced Concrete Structure with Use of B3 Model

Published:2014-12-01 Issue:2 Volume:14 Page:38-45
ISSN:1804-4824
Container-title:Transactions of the VŠB – Technical University of Ostrava, Civil Engineering Series.
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Author:

Koktan Jiří,Brožovský Jiří

Abstract

Abstract The paper proposes an implementation of creep analysis of reinforced concrete structures which utilizes the B3 model and the direct stiffness method for reinforced concrete frames. The analysis is based on a numerical integration and it is implemented in an algorithmic programming language. There is presented a solution with the mentioned approaches which is compared with solution based on the EN 1992-1-1 technical standard.

Publisher

VSB - Technical University of Ostrava

Link

https://www.degruyter.com/view/j/tvsb.2014.14.issue-2/tvsb-2014-0019/tvsb-2014-0019.pdf

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