Issue |
E3S Web Conf.
Volume 33, 2018
High-Rise Construction 2017 (HRC 2017)
|
|
---|---|---|
Article Number | 02065 | |
Number of page(s) | 6 | |
Section | 2 Engineering Systems and Building Materials | |
DOI | https://doi.org/10.1051/e3sconf/20183302065 | |
Published online | 06 March 2018 |
The use of nanomodified concrete in construction of high-rise buildings
Vladimir State University named after A. and G. Stoletovs, Gorkiy street, 87, Vladimir, 600000, Russia
* Corresponding author: oc204@bk.ru
Construction is one of the leading economy sectors. Currently, concrete is the basis of most of the structural elements, without which it is impossible to imagine the construction of a single building or facility. Their strength, reinforcement and the period of concrete lifetime are determined at the design stage, taking into account long-term operation. However, in real life, the number of impacts that affects the structural strength is pretty high. In some cases, they are random and do not have standardized values. This is especially true in the construction and exploitation of high-rise buildings and structures. Unlike the multi-storey buildings, they experience significant loads already at the stage of erection, as they support load-lifting mechanisms, formwork systems, workers, etc. The purpose of the presented article is to develop a methodology for estimating the internal fatigue of concrete structures based on changes in their electrical conductivity.
© The Authors, published by EDP Sciences, 2018
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited. (http://creativecommons.org/licenses/by/4.0/).
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