Please use this identifier to cite or link to this item: http://10.1.7.192:80/jspui/handle/123456789/1406
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dc.contributor.authorPatel, Chirag N.-
dc.contributor.authorPatel, G. N.-
dc.date.accessioned2009-11-23T07:55:05Z-
dc.date.available2009-11-23T07:55:05Z-
dc.date.issued2008-
dc.identifier.citationNational Conference on Current Trends in Technology (NUCONE 2008), Nov. 27-29, 2008en
dc.identifier.isbn978-81-907196-8-1-
dc.identifier.urihttp://hdl.handle.net/123456789/1406-
dc.descriptionNUCONE-2008; Page No. 427-431en
dc.description.abstractThis paper presents the dynamic analysis of a rectangular elevated liquid storage tank with multiple compartments. Tank geometry has been taken as per standard height to length ratio and complete finite element models have been prepared using SAP 2000 software. The water mass inside the tank has been distributed appropriately to take into account the hydrodynamic forces developed due to impulsive as well as convective effects. Models have been prepared separately for impulsive and convective mass for all the geometry of the rectangular tank. From the analysis, time period and base shear have been compared with calculated value obtained from the expressions given in draft code IS 1893(part-2). The study reveals that the value of time period is differing in all the cases but change is not considerable in the case of base shear and moment. That indicates the provision of compartments in the tank serves the intended purpose without affecting economy.en
dc.language.isoen_USen
dc.publisherExcel India Publishersen
dc.subjectCompartmental Tanken
dc.subjectHydrodynamic Pressureen
dc.subjectImpulsive Massen
dc.subjectImpulsive Massen
dc.subjectConvective Massen
dc.subjectTwo Mass Modelen
dc.subjectCivil Faculty Paperen
dc.subjectFaculty Paperen
dc.subjectITFCL026en
dc.subjectNUCONEen
dc.subjectNUCONE-2008en
dc.titleDynamic Analysis Of Rectangular Elevated Tank with Multiple Compartments as Per IS: 1893 Draft Code (Part–2)en
dc.typeFaculty Papersen
Appears in Collections:Faculty Papers, Civil

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