000004191 001__ 4191
000004191 005__ 20141118185747.0
000004191 04107 $$acze
000004191 046__ $$k2005-05-31
000004191 100__ $$aGinger, John
000004191 24500 $$aFatigue Failure of Metal Roofing Subjected to Cyclonic Wind Loading

000004191 24630 $$n10.$$pProceedings of the Tenth Americas Conference on Wind Engineering
000004191 260__ $$bAmerican Association for Wind Engineering, 2005
000004191 506__ $$arestricted
000004191 520__ $$2eng$$aRoof components at the windward edges are subjected to large wind loads, and cladding fixing and batten-truss connections in these regions are most susceptible to fatigue failure. The fatigue performance of typical roof cladding and battens used in Australia have been studied over the past twenty-five years. These studies have found that the number of cycles to failure is dependent on a range of parameters including the maximum load, load range and sequence of load application. External, internal and net pressures measured on areas representative of cladding fixing and battentruss connections on the roof windward edge region on the TTU full-scale building are statistically analysed and the rainflow method is used to determine the cycle counts. The pressure fluctuations on these regions have similar characteristics with most of the cycles with a load ratio, R > 0. 

000004191 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000004191 653__ $$aFatigue, Wind-load, Cladding, Batten, Cyclone, Rainflow

000004191 7112_ $$aTenth Americas Conference on Wind Engineering$$cBaton Rouge, Louisiana (US)$$d2005-05-31 / 2005-06-04$$g10ACWE
000004191 720__ $$aGinger, John$$iHenderson, David
000004191 8560_ $$ffischerc@itam.cas.cz
000004191 8564_ $$s408614$$uhttps://invenio.itam.cas.cz/record/4191/files/012-Ginger.pdf$$yOriginal version of the author's contribution as presented on CD, , paper No. 012.
000004191 962__ $$r4178
000004191 980__ $$aPAPER