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contributor authorZ. R. Lu
contributor authorS. S. Law
date accessioned2017-05-09T00:11:59Z
date available2017-05-09T00:11:59Z
date copyrightSeptember, 2004
date issued2004
identifier issn0021-8936
identifier otherJAMCAV-26584#739_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/129439
description abstractA number of methods for the identification of the axle loads of vehicles using a bridge’s static and pseudo-dynamic responses have been developed, 12345. Identification of moving loads has been studied separately by the authors, 678. However existing methods to identify the system parameters or the moving loads do not consider the influence from the environment or the system itself, respectively. This paper attempts to include the external force system in the identification of system parameters of a simply supported beam. The dynamic response of a prestressed beam under moving load is studied based on modal superposition in a forward problem. An inverse problem to identify both the prestress force and the moving load is then formulated. It is further extended to include the flexural rigidity of the beam as variable in the identification. Results from the studies indicate that the identification of both the system parameters and the moving loads with normal modal testing technique is feasible even with noisy data.
publisherThe American Society of Mechanical Engineers (ASME)
titleSystem Identification Including the Load Environment
typeJournal Paper
journal volume71
journal issue5
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.1778412
journal fristpage739
journal lastpage741
identifier eissn1528-9036
keywordsForce
keywordsStress
keywordsPavement live loads AND Stiffness
treeJournal of Applied Mechanics:;2004:;volume( 071 ):;issue: 005
contenttypeFulltext


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