| Issue |
MATEC Web Conf.
Volume 313, 2020
Dynamics of Civil Engineering and Transport Structures and Wind Engineering – DYN-WIND’2020
|
|
|---|---|---|
| Article Number | 00008 | |
| Number of page(s) | 6 | |
| DOI | https://doi.org/10.1051/matecconf/202031300008 | |
| Published online | 16 April 2020 | |
Solution of a high bridge pillar under wind effects taking into account the real properties of reinforced concrete
Slovak Technical University in Bratislava, Faculty of Civil Engineering, Department of Structural Mechanics, Radlinskeho 11, 810 05 Bratislava, Slovak Republic
* Corresponding author: katarina.tvrda@stuba.sk
The current standard is that the calculation of a reinforced concrete structure is carried out using the theory of elasticity and its design is based on the requirements of EC2. In this paper, a computational method based on direct numerical integration and Gaussian or Newton-Cotes cubicles that directly reflect the material properties determined by EC2 is presented. The deviations in the internal forces and deformations achieved compared to the classical theory of elasticity are demonstrated in the calculation of the high bridge pillar.
© The Authors, published by EDP Sciences, 2020
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