Number of the records: 1

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

SYSNO ASEP	0329761
Document Type	C - Proceedings Paper (int. conf.)
R&D Document Type	Conference Paper
Title	Along wind response of non-classically damped high-rise building
Author(s)	Hračov, Stanislav (UTAM-F)_{RID, SAI} Náprstek, Jiří (UTAM-F)_{RID, ORCID, SAI} Pospíšil, Stanislav (UTAM-F)_{RID, SAI, ORCID} Fischer, Cyril (UTAM-F)_{RID, SAI, ORCID}
Number of authors	4
Source Title	5th European and African conference on Wind engineering. - Firenze : Firenze University Press, 2009 / Borri C. ; Augusti G. ; Bartoli G. ; Facchini L. - ISBN 978-88-6453-038-3
Pages	s. 29-35
Number of pages	7 s.
Publication form	CD ROM - CD ROM
Action	EACWE /5./
Event date	19.07.2009-23.07.2009
VEvent location	Florence
Country	IT - Italy
Event type	WRD
Language	eng - English
Country	IT - Italy
Keywords	random wind response ; non-proportional damping ; tall building
Subject RIV	JM - Building Engineering
R&D Projects	GA103/09/0094 GA ČR - Czech Science Foundation (CSF)
	GC103/07/J060 GA ČR - Czech Science Foundation (CSF)
	IAA200710902 GA AV ČR - Academy of Sciences of the Czech Republic (AV ČR)
CEZ	AV0Z20710524 - UTAM-F (2005-2011)
EID SCOPUS	84857542915
Annotation	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.
Workplace	Institute of Theoretical and Applied Mechanics
Contact	Kulawiecová Kateřina, kulawiecova@itam.cas.cz, Tel.: 225 443 285
Year of Publishing	2010

Number of the records: 1