A HIGH-RISE BUILDING - INFLUENCE OF CHANGE OF SOIL STIFFNESS ON HORIZONTAL AND VERTICAL DEFLECTIONS
Abstract eng: 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.
Contributors:
Publisher:
Brno University of Technology, Institute of Solid Mechanics, Mechatronics and Biomechanics, Brno
Conference Title:
Conference Title:
Engineering Mechanics 2017
Conference Venue:
Svratka, CZ
Conference Dates:
2017-05-15 / 2017-05-18
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
Record appears in:
Record created 2017-05-22, last modified 2017-05-22
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