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contributor authorWei-Xin Ren
contributor authorWei-Hua Hu
date accessioned2017-05-08T22:41:26Z
date available2017-05-08T22:41:26Z
date copyrightJanuary 2009
date issued2009
identifier other%28asce%290733-9399%282009%29135%3A1%2851%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86607
description abstractThe cable dynamic stiffness describes the load–deformation behavior that reflects the cable intrinsic dynamic characteristics. It is defined as a ratio of response to excitation and represents a very similar frequency response property to the frequency response function (FRF). Therefore, by fitting both analytical cable dynamic stiffness and measured frequency response function, the modal parameters of cables can be identified. Based on the simplified cable dynamic stiffness proposed in the first part of the two-part paper, this paper presents a cable dynamic stiffness based procedure to identify the cable modal parameters (natural frequencies and damping ratios) by modal tests. To carry out the curve fitting, a nonlinear least-squares approach is used. A numerical simulation example is first introduced to illustrate the feasibility of the proposed method. Further, a series of cable modal tests are conducted in the laboratory with different cable tensions and the frequency response functions are measured accordingly. A number of issues related to the cable modal tests have been discussed, such as accelerometer arrangement and excitation placement, frequency resolution, windowing, and averaging. It is demonstrated that the cable modal parameters can be effectively identified by using the proposed method through the cable modal tests.
publisherAmerican Society of Civil Engineers
titleCable Modal Parameter Identification. II: Modal Tests
typeJournal Paper
journal volume135
journal issue1
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(2009)135:1(51)
treeJournal of Engineering Mechanics:;2009:;Volume ( 135 ):;issue: 001
contenttypeFulltext


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