The paper presents aerodynamic calculations of the Sienna Towers high buildings complex in Warsaw using authors mathematical model of the considered issue. Human vibrations comfort criteria were checked according to ISO/6897. Dynamic coefficients used in the calculations were obtained from wind tunnel tests.
REFERENCES
1.
A.
Flaga
, Wind engineering – fundamentals and applications
, (Arkady, Warszawa
, 2008
) (in Polish).R.2.
B.J.
Vickery
, A.G.
Davenport
, A comparison of the theoretical and experimental determination of the response of elastic structures to turbulent flow
. WEBS
, vol. 1
, 1968
.3.
Complex model study in tunnel tests of the Sienna Towers building in Warsaw
, Final report
, (Cracow University of Technology
, Cracow
, 2017
).4.
Ciesielski
, A.
Flaga
, The evaluation of the perceptibility of horizontal vibration of low frequency (f ≤ 1 Hz) by residents, taking into account new criteria ISO
. (PAN, The Division of Civil Engineering – Inżynieria Lądowa
5–19
, 1987
) (in Polish).5.
Council on Tall Buildings – Committee 24
: Stiffness, Deflections and Cracking, Monograph on Planning and Design of Tall Building
. (ASCE, Chapter CB-9
, vol. CB
, 1978
).6.
ISO/6897: Guide to the evaluation of the response of fixed structures, especially buildings and off-shore structures, to low-frequency horizontal motion (0,063 to 1 Hz) – by A.W. Irwin, (1983).
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2017
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