Wind induced internal pressure overshoot in buildings with opening

Show simple item record

dc.contributor.author Guha, TK en
dc.contributor.author Sharma, Rajnish en
dc.contributor.author Richards, Peter en
dc.date.accessioned 2017-03-12T22:22:05Z en
dc.date.available 2012-02-10 en
dc.date.issued 2013 en
dc.identifier.citation Wind and Structures, 2013, 16 (1), 1 - 23 en
dc.identifier.issn 1226-6116 en
dc.identifier.uri http://hdl.handle.net/2292/32147 en
dc.description.abstract The wind-induced transient response of internal pressure following the creation of a sudden dominant opening during the occurrence of high external pressure, in low-rise residential and industrial buildings was numerically investigated. The values of the ill-defined parameters namely the flow contraction coefficient, loss coefficient and the effective slug length were calibrated by matching the analytical response with the computational fluid dynamics predictions. The effect of a sudden i.e., "instantaneously created" windward opening in the Texas Technical University (TTU) test building envelope was studied for two different envelope flexibility-leakage combinations namely: (1) a quasi-statically flexible and non-porous envelope and (2) a quasi-statically flexible and porous envelope. The responses forced by creating the openings at different time leads/lags with respect to the occurrence of the peak external pressure showed that for cases where the openings are created in close temporal proximity to the peak pressure, the transient overshoot values of internal pressure could be higher than the peak values of internal pressure in the pre-sequent or subsequent resonant response. In addition, the influence of time taken for opening creation on the level of overshoot was also investigated for the TTU building for the two different envelope characteristics. Non-dimensional overshoot factors are presented for a variety of cavity volume-opening area combinations for (1) buildings with rigid/quasi-statically flexible non-porous envelope, and (2) buildings with rigid/quasi-statically flexible and porous envelope (representing most low rise residential and industrial buildings). While the factors appear slightly on the high side due to conservative assumptions made in the analysis, a careful consideration regarding the implication of the timing and magnitude of such overshoots during strong gusts, in relation to the steady state internal pressure response in cyclonic regions, is warranted. en
dc.language English en
dc.publisher Techno-Press en
dc.relation.ispartofseries Wind and Structures en
dc.rights Items in ResearchSpace are protected by copyright, with all rights reserved, unless otherwise indicated. Previously published items are made available in accordance with the copyright policy of the publisher. en
dc.rights.uri https://researchspace.auckland.ac.nz/docs/uoa-docs/rights.htm en
dc.title Wind induced internal pressure overshoot in buildings with opening en
dc.type Journal Article en
dc.identifier.doi 10.12989/was.2013.16.1.001 en
pubs.issue 1 en
pubs.begin-page 1 en
pubs.volume 16 en
dc.description.version VoR - Version of Record en
pubs.author-url http://koreascience.or.kr/article/ArticleFullRecord.jsp?cn=KJKHCF_2013_v16n1_1 en
pubs.end-page 23 en
pubs.publication-status Published en
dc.rights.accessrights http://purl.org/eprint/accessRights/RestrictedAccess en
pubs.subtype Article en
pubs.elements-id 375266 en
pubs.org-id Engineering en
pubs.org-id Mechanical Engineering en
dc.identifier.eissn 1598-6225 en
pubs.record-created-at-source-date 2017-03-13 en


Files in this item

Find Full text

This item appears in the following Collection(s)

Show simple item record

Share

Search ResearchSpace


Browse

Statistics