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Analysis of light-frame, low-rise buildings under simulated wind loads
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SYSNO ASEP 0329763 Document Type J - Journal Article R&D Document Type Journal Article Subsidiary J Článek ve WOS Title Analysis of light-frame, low-rise buildings under simulated wind loads Title Simulace účinků působení větru na lehké nízké dřevené stavby Author(s) Fischer, Cyril (UTAM-F) RID, SAI, ORCID
Kasal, B. (US)Source Title Wind and Structures. - : Techno-Press - ISSN 1226-6116
Roč. 12, č. 2 (2009), s. 89-101Number of pages 13 s. Language eng - English Country KR - Korea, Republic of Keywords wood buildings ; 3-dimensional model ; reliability ; roofs Subject RIV JM - Building Engineering R&D Projects GP103/03/P080 GA ČR - Czech Science Foundation (CSF) CEZ AV0Z20710524 - UTAM-F (2005-2011) UT WOS 000264128800001 EID SCOPUS 70349327843 Annotation The Monte Carlo procedure was used to simulate wind load effects on a light-frame low-rise structure of irregular shape and a main wind force resisting system. Two analytical models were studied: rigid-beam and rigid-plate models. The models assumed that roof diaphragms were rigid beam or rigid plate and shear walls controlled system behavior and failure. The parameters defining wall stiffness, including imperfections, were random and included wall stiffness, wall capacity and yield displacements. Workplace Institute of Theoretical and Applied Mechanics Contact Kulawiecová Kateřina, kulawiecova@itam.cas.cz, Tel.: 225 443 285 Year of Publishing 2010
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