Proceedings Vol. 23 (2017)
ENGINEERING MECHANICS 2017
May 15 – 18, 2017, Svratka, Czech Republic
Copyright © 2017 Brno University of Technology, Faculty of Mechanical Engineering, Institute of Solid Mechanics, Mechatronics and Biomechanics, Brno
ISSN 1805-8248 (printed)
ISSN 1805-8256 (electronic)
list of papers scientific commitee
pages 398 - 401, full text
This paper deals with static analysis of 17-storey high-rise building with complicated design of slabs above the 1st and the 2nd overground levels. An influence of settlement of the structure in time was taken into account with various values of the subsoil stiffness coefficients. For their calculations, two-parametric model of subsoil was used for modeling of soil-structure interaction. Short description of analyzed structure, applied loads and other input parameters are mentioned. At the end of the paper, obtained results for static analysis (deflections of the structure due to combinations of the permanent, variable and wind loads) are presented.
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All papers were reviewed by members of the scientific committee.
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