Super-Element with Semi-Rigid Joints in Model Updating
Civil engineering structures usually consist of a large number of members connected by joints. The joints are fixed with different types of fasteners, and they provide a certain amount of flexibility towards the static and dynamic behavior of the structure. Model updating of such a structure in practice is to improve the substructures followed by the joint property identification. This paper presents a method to update a super-element model of such a structure. The parameter selection strategy of generic element is adopted and the joint stiffnesses are treated as generic parameters to be updated simultaneously together with other structural parameters. An experiment with a three-dimensional steel truss is studied to illustrate the efficiency of the proposed method.
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|Item Type:||Journal Article|
|Additional Information:||For more information, please refer to the journal's website (see hypertext link) or contact the author.|
|Subjects:||Australian and New Zealand Standard Research Classification > ENGINEERING (090000) > CIVIL ENGINEERING (090500)
Australian and New Zealand Standard Research Classification > ENGINEERING (090000) > CIVIL ENGINEERING (090500) > Structural Engineering (090506)
|Divisions:||Past > QUT Faculties & Divisions > Faculty of Built Environment and Engineering|
|Copyright Owner:||Copyright 2001 Elsevier|
|Deposited On:||03 Mar 2008 00:00|
|Last Modified:||10 Aug 2011 15:27|
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