Analytical aspects of Randomdec analysisRelationships between Randomdec analysis and conventional methods of analysis such as Fourier and modal analysis are shown. The Randomdec signature is described in terms of the Fourier amplitude coefficients. Using this result, the effect of filtering the time history is shown. For a linear, two mode model, signatures are compared to the free response of the system subjected to different initial conditions to show the relationship of displacement and acceleration signatures to the physical system. Detection and location of flaws is also discussed.
Document ID
19790045031
Acquisition Source
Legacy CDMS
Document Type
Conference Proceedings
Authors
Reed, R. E. (Nielsen Engineering and Research, Inc. Mountain View, Calif., United States)
Date Acquired
August 9, 2013
Publication Date
January 1, 1979
Subject Category
Structural Mechanics
Report/Patent Number
AIAA PAPER 79-0828Report Number: AIAA PAPER 79-0828
Meeting Information
Meeting: Structures, Structural Dynamics, and Materials Conference