000021314 001__ 21314
000021314 005__ 20170522124348.0
000021314 04107 $$aeng
000021314 046__ $$k2017-05-15
000021314 100__ $$aIvankova, O.
000021314 24500 $$aA HIGH-RISE BUILDING - INFLUENCE OF CHANGE OF SOIL STIFFNESS ON HORIZONTAL AND VERTICAL DEFLECTIONS

000021314 24630 $$n23.$$pEngineering Mechanics 2017
000021314 260__ $$bBrno University of Technology, Institute of Solid Mechanics, Mechatronics and Biomechanics, Brno
000021314 506__ $$arestricted
000021314 520__ $$2eng$$aThis 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.

000021314 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000021314 653__ $$aSoil stiffness, Static analysis, High-rise building, Reinforced concrete structure, Deflections.

000021314 7112_ $$aEngineering Mechanics 2017$$cSvratka, CZ$$d2017-05-15 / 2017-05-18$$gEM2017
000021314 720__ $$aIvankova, O.$$iKonecna, L.$$iValasik, A.
000021314 8560_ $$ffischerc@itam.cas.cz
000021314 8564_ $$s1320360$$uhttps://invenio.itam.cas.cz/record/21314/files/0398.pdf$$yOriginal version of the author's contribution in proceedings, page 398, section DYN.
000021314 962__ $$r21225
000021314 980__ $$aPAPER