ANALYSIS OF STRESS-DEFORMED STATE COVERAGE IN THE FORM OF DOME
Abstract
The article presents an analysis of the stress-deformed state of thin-walled reinforced
concrete shells-domes. The surfaces are outlined for similar geometric shapes. More rational
form of the two possible is defined.
Keywords: dome, umbellate dome, foldеd dome, PC "Lira", the Gaussian curvature,
principal stresse.
References
erbolic paraboloid / N.M. Sribnyak // Bulletin SNAU. Series "Building". Iss. 9 (11), 2006
[Text]: Scientific-Methodological magazine.-106 p. –Sumy, 2006.
Sribnyak N.M. Investigation of the stress-deformed state of concrete folded dome /
N.M. Sribnyak, A.O.Vavulin // Proc. of the conference of teachers and students SNAU (20-29
April 2010). —in 3 volums / Vol III. [Text]: Abstracts - 302 p. - Sumy, 2010.
SP 52-101-2003. Concrete and reinforced concrete structures without prestressing
reinforcement - M.: GUP " NIIZhB", FGUP ZPP, 2004. –53 p.
DBN B.1.2-2: 2006. Load and impact. Design standards. K.: Ministry of
Construction of Ukraine, 2006. -78 p.
DSTU B V.1.2-3: 2006. Deflections and moving. Requirements engineering. Kyiv:
Ministry of Construction of Ukraine, 2006. - 15 p.
SP 52-117-2008. Reinforced concrete spatial construction of covers and ceilings.
Part I. Methods of calculation and design. Moscow: FGUP " NITs" Building ", 2008. –143 p.
Architectural bionics. / Y.S. Lebedev, V.I. Rabinovich, E.D. Polozhay et al.; Under
the editorship Y.S. Lebedev. - M. Stroyizdat, 1990. —269 p.
Bionic research pavillion part of the current naturalizing architecture exhibition in frac
center in France. [Electronic resource]. URL: http://www.archisearch.gr/article/1354/bionicresearch-pavillion-part-of-the-current-naturalizing-architecture-exhibition-in-frac-center-in.htm.
(Date of access 06.03.2014)
