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Showing papers on "Modal testing published in 1981"




Journal ArticleDOI
TL;DR: In this paper, modal analysis in structural dynamics is discussed and their derivations briefly given, including the conventional mode displacement method and the force summation method, employing normal modes, and the analogous procedures with damped modes.
Abstract: When damping in a system is both significantly high and its distribution is non-classical the solution of dynamical problems by conventional modal analysis is complicated by the presence of coupling between the normal co-ordinates. Further, the convergence of a solution may be erratic with successive modal additions, leading to the need to include a larger number of modes than would otherwise be expected. In this paper methods of modal analysis in structural dynamics are discussed and their derivations briefly given. These include the conventional mode displacement method and the force summation method, employing normal modes, and the analogous procedures with damped modes. In the latter, dynamic response equations are not coupled. Dynamic loading solutions by the four approaches, each taking account of the non-classical damping distribution, are demonstrated with a simple model representing a structure on a compliant foundation. The results strongly suggest that the use of damped modes with force summation could be the most effective procedure when damping is non-classical.

51 citations


Journal ArticleDOI
TL;DR: In this paper, a modified modal superposition method is developed and used to evaluate the nonlinear dynamic response of a cable network composed of a linkage of straight members with lumped masses.
Abstract: A modified modal superposition method is developed and used to evaluate the nonlinear dynamic response of a cable network composed of a linkage of straight members with lumped masses. The method is compared with Newmark's B method for accuracy and the time interval requirements for stability. To show the usefulness of the method a number of parameter studies are presented using the cable network as an example.

17 citations


Journal ArticleDOI
Amin Hanafy1
TL;DR: In this article, a method for the vibration analysis of single element transducers in acoustic arrays as a damped multi-degree of freedom mechanical system with forced excitation at the fundamental thickness mode is presented.

3 citations


Book ChapterDOI
01 Jan 1981
TL;DR: It will be shown that modal parameters derived from modal testing can be used to investigate the effect of potential design changes on a test structure.
Abstract: Modal Analysis has become a well known tool to derive the mode shapes of existing machine structures. In this paper, it will be shown that modal parameters derived from modal testing can be used to investigate the effect of potential design changes on a test structure.

2 citations


01 Oct 1981
TL;DR: In this paper, a modal test proram was proposed for broadband frequency response functions (FRF's) which are acquired using several input locations, and tuning is employed to refine the modal parameter estimates.
Abstract: The proposed modal test program differs from single-input methods in that preliminary data may be acquired using multiple inputs, and modal tuning procedures may be employed to define closely spaced frquency modes more accurately or to make use of frequency response functions (FRF's) which are based on several input locations. In some respects the proposed modal test proram resembles earlier sine-sweep and sine-dwell testing in that broadband FRF's are acquired using several input locations, and tuning is employed to refine the modal parameter estimates. The major tasks performed in the proposed modal test program are outlined. Data acquisition and FFT processing, curve fitting, and modal tuning phases are described and examples are given to illustrate and evaluate them.

1 citations


Journal ArticleDOI
TL;DR: In this article, a modal controller is designed for attitude control of a class of large flexible space structures via the Simon-Mitter pole allocation method, and sensitivity characteristics of the closed loop system is investigated when the space structure changes its vibrational features typified by the modal frequency.