| Issue |
MATEC Web Conf.
Volume 196, 2018
XXVII R-S-P Seminar, Theoretical Foundation of Civil Engineering (27RSP) (TFoCE 2018)
|
|
|---|---|---|
| Article Number | 01051 | |
| Number of page(s) | 8 | |
| Section | Structural Mechanics | |
| DOI | https://doi.org/10.1051/matecconf/201819601051 | |
| Published online | 03 September 2018 | |
Computational models of reinforced concrete ribbed floor
Warsaw University of Technology, ul. L. Kaczyńskiego 16,
00-637 Warszawa,
Poland
*
Corresponding author : p.czumaj@il.pw.edu.pl
This paper describes differences between models of a rectangular shaped reinforced concrete floor with ribs, commonly used by structural designers. Comparison analysis proves significant differences in result obtained from different models. Incompatibility is shown both in static as well as in modal analysis.
© The Authors, published by EDP Sciences, 2018
This is an Open Access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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