Matches in SemOpenAlex for { <https://semopenalex.org/work/W2015372291> ?p ?o ?g. }
Showing items 1 to 99 of
99
with 100 items per page.
- W2015372291 endingPage "400" @default.
- W2015372291 startingPage "383" @default.
- W2015372291 abstract "Low rise building roofs can be subjected to large fluctuating pressures during a tropical cyclone resulting in fatigue failure of cladding. Following the damage to housing in Tropical Cyclone Tracy in Darwin, Australia, the Darwin Area Building Manual (DABM) cyclic loading test criteria, that loaded the cladding for 10000 cycles oscillating from zero to a permissible stress design pressure, and the Experimental Building Station TR440 test of 10200 load cycles which increased in steps to the permissible stress design pressure, were developed for assessing building elements susceptible to low cycle fatigue failure. Recently the 'Low-High-Low' (L-H-L) cyclic test for metal roofing was introduced into the Building Code of Australia (2007). Following advances in wind tunnel data acquisition and full-scale wind loading simulators, this paper presents a comparison of wind-induced cladding damage, from a design cyclone proposed by Jancauskas, et al. (1994), with current test criteria developed by Mahendran (1995). Wind tunnel data were used to generate the external and net pressure time histories on the roof of a low-rise building during the passage of the design cyclone. The peak pressures generated at the windward roof corner for a tributary area representative of a cladding fastener are underestimated by the Australian/New Zealand Wind Actions Standard. The design cyclone, with increasing and decreasing wind speeds combined with changes in wind direction, generated increasing then decreasing pressures in a manner similar to that specified in the L-H-L test. However, the L-H-L test underestimated the magnitude and number of large load cycles, but overestimated the number of cycles in the mid ranges. Cladding elements subjected to the L-H-L test showed greater fatigue damage than when experiencing a five hour design cyclone containing higher peak pressures. It is evident that the increased fatigue damage was due to the L-H-L test having a large number of load cycles cycling from zero load (R=0) in contrast to that produced during the cyclone." @default.
- W2015372291 created "2016-06-24" @default.
- W2015372291 creator A5000807946 @default.
- W2015372291 creator A5003637853 @default.
- W2015372291 creator A5007850654 @default.
- W2015372291 creator A5012235969 @default.
- W2015372291 date "2009-07-25" @default.
- W2015372291 modified "2023-10-14" @default.
- W2015372291 title "Simulated tropical cyclonic winds for low cycle fatigue loading of steel roofing" @default.
- W2015372291 cites W1583150582 @default.
- W2015372291 cites W1963712335 @default.
- W2015372291 cites W1963882560 @default.
- W2015372291 cites W2015562448 @default.
- W2015372291 cites W2031548499 @default.
- W2015372291 cites W2042801611 @default.
- W2015372291 cites W2066037449 @default.
- W2015372291 cites W2073860078 @default.
- W2015372291 cites W2077058624 @default.
- W2015372291 cites W2090235745 @default.
- W2015372291 cites W2090628020 @default.
- W2015372291 cites W2143496102 @default.
- W2015372291 doi "https://doi.org/10.12989/was.2009.12.4.383" @default.
- W2015372291 hasPublicationYear "2009" @default.
- W2015372291 type Work @default.
- W2015372291 sameAs 2015372291 @default.
- W2015372291 citedByCount "21" @default.
- W2015372291 countsByYear W20153722912012 @default.
- W2015372291 countsByYear W20153722912013 @default.
- W2015372291 countsByYear W20153722912014 @default.
- W2015372291 countsByYear W20153722912016 @default.
- W2015372291 countsByYear W20153722912017 @default.
- W2015372291 countsByYear W20153722912018 @default.
- W2015372291 countsByYear W20153722912019 @default.
- W2015372291 countsByYear W20153722912020 @default.
- W2015372291 countsByYear W20153722912023 @default.
- W2015372291 crossrefType "journal-article" @default.
- W2015372291 hasAuthorship W2015372291A5000807946 @default.
- W2015372291 hasAuthorship W2015372291A5003637853 @default.
- W2015372291 hasAuthorship W2015372291A5007850654 @default.
- W2015372291 hasAuthorship W2015372291A5012235969 @default.
- W2015372291 hasConcept C100086909 @default.
- W2015372291 hasConcept C121332964 @default.
- W2015372291 hasConcept C127413603 @default.
- W2015372291 hasConcept C145690102 @default.
- W2015372291 hasConcept C146978453 @default.
- W2015372291 hasConcept C149635348 @default.
- W2015372291 hasConcept C153294291 @default.
- W2015372291 hasConcept C161067210 @default.
- W2015372291 hasConcept C191339014 @default.
- W2015372291 hasConcept C191897082 @default.
- W2015372291 hasConcept C192562407 @default.
- W2015372291 hasConcept C2776748203 @default.
- W2015372291 hasConcept C2777864850 @default.
- W2015372291 hasConcept C2778240408 @default.
- W2015372291 hasConcept C2780391660 @default.
- W2015372291 hasConcept C36456112 @default.
- W2015372291 hasConcept C39432304 @default.
- W2015372291 hasConcept C42935608 @default.
- W2015372291 hasConcept C66938386 @default.
- W2015372291 hasConceptScore W2015372291C100086909 @default.
- W2015372291 hasConceptScore W2015372291C121332964 @default.
- W2015372291 hasConceptScore W2015372291C127413603 @default.
- W2015372291 hasConceptScore W2015372291C145690102 @default.
- W2015372291 hasConceptScore W2015372291C146978453 @default.
- W2015372291 hasConceptScore W2015372291C149635348 @default.
- W2015372291 hasConceptScore W2015372291C153294291 @default.
- W2015372291 hasConceptScore W2015372291C161067210 @default.
- W2015372291 hasConceptScore W2015372291C191339014 @default.
- W2015372291 hasConceptScore W2015372291C191897082 @default.
- W2015372291 hasConceptScore W2015372291C192562407 @default.
- W2015372291 hasConceptScore W2015372291C2776748203 @default.
- W2015372291 hasConceptScore W2015372291C2777864850 @default.
- W2015372291 hasConceptScore W2015372291C2778240408 @default.
- W2015372291 hasConceptScore W2015372291C2780391660 @default.
- W2015372291 hasConceptScore W2015372291C36456112 @default.
- W2015372291 hasConceptScore W2015372291C39432304 @default.
- W2015372291 hasConceptScore W2015372291C42935608 @default.
- W2015372291 hasConceptScore W2015372291C66938386 @default.
- W2015372291 hasIssue "4" @default.
- W2015372291 hasLocation W20153722911 @default.
- W2015372291 hasOpenAccess W2015372291 @default.
- W2015372291 hasPrimaryLocation W20153722911 @default.
- W2015372291 hasRelatedWork W2004041051 @default.
- W2015372291 hasRelatedWork W2015615472 @default.
- W2015372291 hasRelatedWork W2033675563 @default.
- W2015372291 hasRelatedWork W2057689635 @default.
- W2015372291 hasRelatedWork W2064030831 @default.
- W2015372291 hasRelatedWork W2602408617 @default.
- W2015372291 hasRelatedWork W2801537585 @default.
- W2015372291 hasRelatedWork W2989844554 @default.
- W2015372291 hasRelatedWork W2997366125 @default.
- W2015372291 hasRelatedWork W57980727 @default.
- W2015372291 hasVolume "12" @default.
- W2015372291 isParatext "false" @default.
- W2015372291 isRetracted "false" @default.
- W2015372291 magId "2015372291" @default.
- W2015372291 workType "article" @default.