Please use this identifier to cite or link to this item: https://doi.org/10.1016/S0308-0161(00)00055-7
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dc.titleComparison of design methods for a tank-bottom annular plate and concrete ringwall
dc.contributor.authorWu, T.Y.
dc.contributor.authorLiu, G.R.
dc.date.accessioned2014-06-17T05:09:47Z
dc.date.available2014-06-17T05:09:47Z
dc.date.issued2000-08
dc.identifier.citationWu, T.Y., Liu, G.R. (2000-08). Comparison of design methods for a tank-bottom annular plate and concrete ringwall. International Journal of Pressure Vessels and Piping 77 (9) : 511-517. ScholarBank@NUS Repository. https://doi.org/10.1016/S0308-0161(00)00055-7
dc.identifier.issn03080161
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/58006
dc.description.abstractThis paper studies three design methods for a bottom annular plate of large storage tanks and the design of the concrete ring wall. It is shown that the annular-plate width, thickness, and the width that will project beyond the outer surface of the shell can be calculated analytically. The design of the annular bottom plate and the concrete ringwall is discussed and the need for an accurate representation for the interaction between the bottom plate and the foundation is emphasised. (C) 2000 Elsevier Science Ltd. All rights reserved.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1016/S0308-0161(00)00055-7
dc.sourceScopus
dc.subjectAnnular plate
dc.subjectConcrete ringwall
dc.subjectStorage tanks
dc.subjectTank foundation
dc.subjectTank-bottom
dc.typeArticle
dc.contributor.departmentMECHANICAL & PRODUCTION ENGINEERING
dc.description.doi10.1016/S0308-0161(00)00055-7
dc.description.sourcetitleInternational Journal of Pressure Vessels and Piping
dc.description.volume77
dc.description.issue9
dc.description.page511-517
dc.description.codenPRVPA
dc.identifier.isiut000165571800002
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