Please use this identifier to cite or link to this item: http://hdl.handle.net/2440/57605
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dc.contributor.authorZecchin, A.en
dc.contributor.authorSimpson, A.en
dc.contributor.authorLambert, M.en
dc.contributor.authorWhite, L.en
dc.contributor.authorVitkovsky, J.en
dc.date.issued2009en
dc.identifier.citationJournal of Engineering Mechanics-ASCE, 2009; 135(6):538-547en
dc.identifier.issn0733-9399en
dc.identifier.issn1943-7889en
dc.identifier.urihttp://hdl.handle.net/2440/57605-
dc.description©2009 ASCEen
dc.description.statementofresponsibilityAaron C. Zecchin, Angus R. Simpson, Martin F. Lambert, Langford B. White and John P. Vítkovskýen
dc.language.isoenen
dc.publisherASCE-Amer Soc Civil Engineersen
dc.subjectPipe networks; Hydraulic transients; Frequency response.en
dc.titleTransient Modeling of Arbitrary Pipe Networks by a Laplace-Domain Admittance Matrixen
dc.typeJournal articleen
dc.identifier.rmid0020090724en
dc.identifier.doi10.1061/(ASCE)0733-9399(2009)135:6(538)en
dc.relation.granthttp://purl.org/au-research/grants/arc/DP0450788en
dc.identifier.pubid38868-
pubs.library.collectionCivil and Environmental Engineering publicationsen
pubs.verification-statusVerifieden
pubs.publication-statusPublisheden
dc.identifier.orcidZecchin, A. [0000-0001-8908-7023]en
dc.identifier.orcidSimpson, A. [0000-0003-1633-0111]en
dc.identifier.orcidLambert, M. [0000-0001-8272-6697]en
dc.identifier.orcidWhite, L. [0000-0001-6660-0517]en
Appears in Collections:Civil and Environmental Engineering publications
Environment Institute publications

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