Analysis of light-frame, low-rise buildings under simulated wind loads

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68378297%3A_____%2F09%3A00329763" target="_blank" >RIV/68378297:_____/09:00329763 - isvavai.cz</a>

Result on the web

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DOI - Digital Object Identifier

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Result language

angličtina

Original language name

Analysis of light-frame, low-rise buildings under simulated wind loads

Original language description

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 thatroof 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.

Czech name

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Czech description

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Type

J_x - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)

CEP classification

JM - Structural engineering

OECD FORD branch

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Project

<a href="/en/project/GP103%2F03%2FP080" target="_blank" >GP103/03/P080: Modelling of random processes with non-stationarity in amplitude and frequency domain</a><br>

Continuities

Z - Vyzkumny zamer (s odkazem do CEZ)

Publication year

2009

Confidentiality

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Name of the periodical

Wind and Structures

ISSN

1226-6116

e-ISSN

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Volume of the periodical

12

Issue of the periodical within the volume

2

Country of publishing house

KR - KOREA, REPUBLIC OF

Number of pages

13

Pages from-to

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UT code for WoS article

000264128800001

EID of the result in the Scopus database

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