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dc.contributor.authorChandrangsu, Tayakorn
dc.contributor.authorRasmussen, Kim J.R.
dc.date.accessioned2020-11-30
dc.date.available2020-11-30
dc.date.issued2009-01-01en_AU
dc.identifier.issn1833-2781
dc.identifier.urihttps://hdl.handle.net/2123/24023
dc.description.abstractThe report describes the findings from various site measurements of geometric imperfections on support scaffold systems, also known as falsework in industry. The measurements consist of out-of-straightness of the standards (uprights), out-of-plumb of the frame and loading eccentricity between the timber bearer and the U-head. A special-made tool instrumented with a dial gauge was used to measure the out-of-siraightness of standards at the mid-height of each lift. A theodolite was employed to measure the angle difference between top and bottom of the frame in order to compute storey out-of-plumb, and a vernier calliper was used to measure the loading eccentricity at the top. The measurements were taken from different support scaffold construction sites before ihe pouring of concrete, representing actual initial imperfections and loading eccentricity encountered in practice.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.subjectGeometric imperfectionsen_AU
dc.subjectOut-of-plumben_AU
dc.subjectLoading eccentricityen_AU
dc.subjectSupport scaffold systemsen_AU
dc.subjectFalseworken_AU
dc.titleInvestigation of Geometric Imperfections of Support Scaffold Systems (No. R895)en_AU
dc.typeReport, Researchen_AU
dc.subject.asrc0905 Civil Engineeringen_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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