Počet záznamů: 1

Along wind response of non-classically damped high-rise building

  1. 1.
    0329761 - UTAM-F 2010 RIV IT eng C - Konferenční příspěvek (zahraniční konf.)
    Hračov, Stanislav - Náprstek, Jiří - Pospíšil, Stanislav - Fischer, Cyril
    Along wind response of non-classically damped high-rise building.
    5th European and African conference on Wind engineering. Firenze: Firenze University Press, 2009 - (Borri, C.; Augusti, G.; Bartoli, G.; Facchini, L.), s. 29-35. ISBN 978-88-6453-038-3.
    [EACWE /5./. Florence (IT), 19.07.2009-23.07.2009]
    Grant CEP: GA ČR(CZ) GA103/09/0094; GA ČR(CZ) GC103/07/J060; GA AV ČR(CZ) IAA200710902
    Výzkumný záměr: CEZ:AV0Z20710524
    Klíčová slova: random wind response * non-proportional damping * tall building
    Kód oboru RIV: JM - Inženýrské stavitelství

    Dynamic response of high-rise buildings due to wind excitation plays a significant role in the assessment of their functionality. The wind load induces very often undesired vibration regarding occupant discomfort. The wind velocity includes a strong random fluctuating component with respect to time and space. Therefore the dynamic component of the wind speed can be considered as a stationary random process in individual points of a structure.
    Trvalý link: http://hdl.handle.net/11104/0175699