Intense-deformed condition of suspended system of bending-rigid fibers at the account of pliability of supports
Abstract: The results of numeral researches of sensitiveness of structure of suspension roof to horizontal displacements of supports and sinking, that will be uzed in the study of joint work of the bearing spatial cored shell and non-load-bearing plastic construction, which have, properly, different strength and strain qualities are presented in the article. On the basis of numeral researches of the stress and strained state of flexurally-hard filaments in as a part of suspension roof and a separate block of suspended girders, being a model block of the roof, the primary system of correction coefficients which at determination of calculation values of the stress and strained state will allow to take into account maximally possible deviations of the cored elements of radial girders from straightforwardness, conditioned by the production technology, by the terms of delivery, and also pliability of construction supports.
Keywords: sinking, horizontal displacement of supports, efforts, a spatial-rod suspended shell, hard thread of open section.
Pages: 5-16.
For citation: Mushchanov, V. F.; Rudneva, I. N.; Priadko, Yu. N. Intense-deformed condition of suspended system of bending-rigid fibers at the account of pliability of supports. – Text : electronic. – In: Metal Constructions. – 2012. – Vol. 18, N 1. – Р. 5-16. – URL: https://donnasa.ru/publish_house/journals/mk/2012-1/01_muschanov_rudneva_pryadko.pdf (date of access: 24.11.2024). – ISSN 1993-3517. (in Russian)
Vol. 18, N 1 (2012)
Journal: Metal Constructions
Publish house: Donbas National Academy of Civil Engineering and Architecture
Journal: Metal Constructions
Publish house: Donbas National Academy of Civil Engineering and Architecture