| Issue |
EPJ Web Conf.
Volume 221, 2019
XXVI Conference on Numerical Methods for Solving Problems in the Theory of Elasticity and Plasticity (EPPS-2019)
|
|
|---|---|---|
| Article Number | 01049 | |
| Number of page(s) | 5 | |
| DOI | https://doi.org/10.1051/epjconf/201922101049 | |
| Published online | 30 October 2019 | |
https://doi.org/10.1051/epjconf/201922101049
Analysis of spatial state of multistory building with ceiling without beams
Tomsk State University of Architecture and Building, 634003 Tomsk, Solianaya sq., 2, Russia
* Corresponding author: turovskii03@gmail.com
Published online: 30 October 2019
In this paper, we discuss a spatial work of construction structures under an influence of pulsating wind loads. There are examples of deformations those arise from incorrect arrangement of rigid structures. We consider the forms of oscillation of a frame building and show the result of their incorrect sequence. There are calculations in software and computer complex and their results are shown in the form of isofields of internal stress of enclosing structures. The results of calculations are compared with real deformations of structures. The work of a structure is considered on the example of an existing building.
© The Authors, published by EDP Sciences, 2019
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.
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