The Problem of Considering of the Torsional Stiffness of Reinforced Concrete Elements While Designing Statically Indeterminate Systems

Азизов, Талят Нурединович; Jurkowska, Nadzieja

dc.contributor.author	Азизов, Талят Нурединович
dc.contributor.author	Jurkowska, Nadzieja
dc.date.accessioned	2018-12-03T12:52:50Z
dc.date.available	2018-12-03T12:52:50Z
dc.date.issued	2018
dc.identifier.citation	Azizov T. The Problem of Considering of the Torsional Stiffness of Reinforced Concrete Elements While Designing Statically Indeterminate Systems/T. Azizov, N. Jurkowska // Engineering Studies, Issue 3 (2), Vol.10. Taylor & Francis, 2018. - Pages 453-466	uk
dc.identifier.uri	http://dspace.udpu.edu.ua:8181/handle/6789/9955
dc.description.abstract	The influence of torsional stiffness of beam elements on a spatial work of bridgess, overlaps, bulding frames and other complex statically indeterminate systems is presented in this article. It is shown, that existing design techniques for the torsional stiffness determination assume the obligatory presence of spatial spiral cracks, and the torsional stiffness of the elements with normal cracks is not researched.	uk
dc.language.iso	en	uk
dc.publisher	Taylor & Francis	uk
dc.subject	torsional stiffness	uk
dc.subject	spatial behaviour	uk
dc.subject	normal cracks	uk
dc.title	The Problem of Considering of the Torsional Stiffness of Reinforced Concrete Elements While Designing Statically Indeterminate Systems	uk
dc.type	Article	uk