contributor author | Wei-Xin Ren | |
contributor author | Wei-Hua Hu | |
date accessioned | 2017-05-08T22:41:26Z | |
date available | 2017-05-08T22:41:26Z | |
date copyright | January 2009 | |
date issued | 2009 | |
identifier other | %28asce%290733-9399%282009%29135%3A1%2851%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/86607 | |
description abstract | The 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. | |
publisher | American Society of Civil Engineers | |
title | Cable Modal Parameter Identification. II: Modal Tests | |
type | Journal Paper | |
journal volume | 135 | |
journal issue | 1 | |
journal title | Journal of Engineering Mechanics | |
identifier doi | 10.1061/(ASCE)0733-9399(2009)135:1(51) | |
tree | Journal of Engineering Mechanics:;2009:;Volume ( 135 ):;issue: 001 | |
contenttype | Fulltext | |