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dc.contributor.authorHua, Vinh
dc.contributor.authorRasmussen, Kim J.R.
dc.date.accessioned2020-11-26
dc.date.available2020-11-26
dc.date.issued2006en_AU
dc.identifier.issn1833-2781
dc.identifier.urihttps://hdl.handle.net/2123/23970
dc.description.abstractThis report is concerned with the behaviour of drive-in steel storage racks under horizontal impact load in the down-aisle direction. Such impact loads due to forklifts striking an upright us a major cause of structural failure for drive-in rack systems. The report investigates the load path through the rack structure by the use of finite element analysis. A series of parametric studies is carried out to study the influence of the number of bays in the down-aside direction on the behaviour of the system. A simplified design model is also developed and compared with finite element predictions of displacements and internal forces, generally showing good agreement.en_AU
dc.language.isoenen_AU
dc.publisherSchool of Civil Engineering, The University of Sydneyen_AU
dc.rightsCopyright All Rights Reserveden_AU
dc.subjectCivil Engineeringen_AU
dc.subjectDrive-in racksen_AU
dc.subjectSteel storage racksen_AU
dc.subjectSteel structuresen_AU
dc.subjectFinite element analysisen_AU
dc.subjectDesignen_AU
dc.titleThe Behaviour of Drive-in Racks under Horizontal Impact Load (No. R871)en_AU
dc.typeReport, Researchen_AU
dc.subject.asrc0905 Civil Engineeringen_AU
dc.rights.otherThis publication may be redistributed freely in its entirety and in its original form without the consent of the copyright owner. Use of material contained in this publication in any other published works must be appropriately referenced, and, if necessary, permission sought from the author.en_AU
usyd.facultyFaculty of Engineering, School of Civil Engineeringen_AU
usyd.departmentCentre for Advanced Structural Engineeringen_AU
workflow.metadata.onlyNoen_AU


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