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Showing papers on "Modal testing published in 1976"


Journal ArticleDOI
TL;DR: In this article, a mode superposition technique for approximately solving nonlinear initial-boundary-value problems of structural dynamics is discussed, and results for examples involving large deformation are compared to those obtained with implicit direct integration methods such as the Newmark generalized acceleration and Houbolt backward difference operators.

146 citations



Journal ArticleDOI
TL;DR: In this paper, an approximate method of modal analysis for the earthquake response of linear building-foundation systems is presented, where modal damping in the system is expressed as a weighted sum of the critical damping ratios of the superstructure plus an additional term representing the energy dissipated by the soil.
Abstract: An approximate method of modal analysis is presented for the earthquake response of linear building-foundation systems. Modal damping is obtained as a formal extension of the classical method of modal analysis and is shown to be equivalent to the energy ratio criterion proposed by Jacobsen. By making use of the modal shapes of the fixed-base superstructure, modal damping in the system is expressed as a weighted sum of the critical damping ratios of the superstructure plus an additional term representing the energy dissipated by the soil. To estimate the accuracy of the suggested method, both analytical and numerical studies are performed. Several examples are included to illustrate the effect of hysteretic soil damping on the system response.

65 citations



Journal ArticleDOI
TL;DR: In this paper, a new method is proposed for synthesizing structural damping from substructure test data, which utilizes the off-diagonal coupling terms in the substructure modal damping matrices as well as the diagonal terms which correspond to uncoupled modality damping.
Abstract: A new method is proposed for synthesizing structural damping from substructure test data. It utilizes the off-diagonal coupling terms in the substructure modal damping matrices as well as the diagonal terms which correspond to uncoupled modal damping. The coupling terms are evaluated from complex resonant response measured at each substructure mode. Both analytical and experimental verification of the method have been made. Accuracy requirements on experimental data and data reduction have been established.

28 citations


Proceedings ArticleDOI
01 Jan 1976
TL;DR: In this article, the turbofan noise directivity calculated for two directivity models was compared with experimental, blade passing frequency data from two fans at 60 and 90 percent speeds.
Abstract: Turbofan noise directivity calculated for two directivity models was compared with experimental, blade passing frequency data from two fans at 60 and 90 percent speeds. Experimental data indicated similar directivity patterns which were well represented by a single average data curve. Calculated points using the equal amplitude model showed over-prediction near the fan axis and near the 90 degree position. Calculated points using the equal power model showed a very good match with the average data lending support to theory of equipartition of modal power from a random source such as the interaction of the rotor with inlet flow distortion. The equal modal power model also gave good agreement with individual data points.

12 citations


01 Jan 1976
TL;DR: In this paper, two experimental techniques were developed to determine acoustic resonances and mode shapes in cavities and applied to an automobile passenger compartment is discussed as an example of the use of each technique.
Abstract: This paper describes two experimental techniques which were developed to determine acoustic resonances and mode shapes in cavities. Application to an automobile passenger compartment is discussed as an example of the use of each technique.

9 citations



Journal ArticleDOI
TL;DR: In this paper, a modal analysis of the equations of motion of horizontally excited embedded footings is presented, and the numerical solutions obtained with these equations are compared with the results obtained from direct solutions.
Abstract: A modal analysis formulation of the equations of motion of horizontally excited embedded footings is presented. Numerical solutions obtained with these equations are compared with the results obtained from direct solutions. It is shown that the two methods of solution are in good agreement for frequencies near to the first resonance.

4 citations


01 Nov 1976
TL;DR: In this article, an analysis of one and multidegree of freedom systems with classical damping is presented, and an alternative method of matching power spectral densities is provided, and numerical results are reviewed.
Abstract: An analysis of one and multidegree of freedom systems with classical damping is presented. Definition and minimization of error functions for each system are discussed. Systems with classical and nonclassical normal modes are studied, and results for first order perturbation are given. An alternative method of matching power spectral densities is provided, and numerical results are reviewed.