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contributor authorJ. E. Mottershead
contributor authorT. K. Tee
contributor authorC. D. Foster
contributor authorR. Stanway
date accessioned2017-05-08T23:34:20Z
date available2017-05-08T23:34:20Z
date copyrightJanuary, 1990
date issued1990
identifier issn1048-9002
identifier otherJVACEK-28790#78_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/107880
description abstractThis paper describes the application of sequential frequency domain techniques to the estimation of mass, stiffness, and damping parameters using measured frequency response functions from a portal frame rig. The theory of the method has been described in the authors’ previous publications. A portal frame is representative of many engineering structures. It is lightly damped and may be thought of as an element of several larger structures such as bridges, transmission towers, and the steel foundations of modern power generating plant. The results offered in this paper are thus of interest to a broad range of engineering problems where it is required to obtain mathematical models in terms of physical parameters.
publisherThe American Society of Mechanical Engineers (ASME)
titleAn Experiment to Identify the Structural Dynamics of a Portal Frame
typeJournal Paper
journal volume112
journal issue1
journal titleJournal of Vibration and Acoustics
identifier doi10.1115/1.2930102
journal fristpage78
journal lastpage83
identifier eissn1528-8927
treeJournal of Vibration and Acoustics:;1990:;volume( 112 ):;issue: 001
contenttypeFulltext


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