VGTU talpykla > Fundamentinių mokslų fakultetas / Faculty of Fundamental Sciences > Konferencijų straipsniai >

Lietuvių   English
Please use this identifier to cite or link to this item: http://dspace.vgtu.lt/handle/1/521

Title: Mechanical State Analysis and an Original Sequence of Calculations of a Huge Bay Arch under Static and Dynamic Actions
Authors: Samofalov, Michail
Cvirka, Vytautas
Keywords: sequence
algorithm
variation
arch
stadium
dynamic action
design
Issue Date: 2010
Publisher: Vilniaus Gedimino technikos universitetas
Citation: Samofalov, M.; Cvirka, V. 2010. Mechanical state analysis and an original sequence of calculations of a huge bay arch under static and dynamic actions, in The 10th International Conference “Modern Building Materials, Structures and Techniques”: Selected papers, Vol. 2. Ed. by P. Vainiūnas, E. K. Zavadskas, May 19–21, 2010, Lithuania. Vilnius: Technika, 1045–1054.
Abstract: In the paper the simulation ideas of steel 255 m bay arch are reviewed. For modelling of wind, temperature and flexible guys mechanical work an original sequence based on a variational procedure have been prepeared. Linear static, linearized dynamic and stability, geometric non-linearity analyses are described, different support conditions in the numerical model are considered. The results of these numerical investigations were applied for the basic structural design of the building.
URI: http://dspace1.vgtu.lt/handle/1/521
ISBN: 978-9955-28-594-6
Appears in Collections:Konferencijų straipsniai

Files in This Item:

File Description SizeFormat
1045-1054_samofalov_cvirka.pdf2.13 MBAdobe PDFView/Open

Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.

 

Valid XHTML 1.0! DSpace Software Copyright © 2002-2010  Duraspace - Feedback