Influences of Correlation Coefficient in Two-point Excitations
Received:April 05, 2017  Revised:August 15, 2017
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DOI:10.7643/issn.1672-9242.2017.08.006
KeyWord:two-point excitation  correlation coefficient  random vibration
     
AuthorInstitution
NONG Shao-ning Institute of Systems Engineering CAEP, Mianyang, , China
ZHAO Huai-yun Institute of Systems Engineering CAEP, Mianyang, , China
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Abstract:
      Objective The paper aims to derive the computational formula for random vibration response of structures under two-point excitations with spectrum function. Methods Response characteristics of the structural under two-point excitations were discussed with cross spectrum and correlation coefficient. Results For linear structures, the stimulated modal effects varied with different correlation coefficients under two-point excitations. With the increase of the correlation coefficient, the structural response spectrum increased and reduced alternately on adjacent resonance peaks. Conclusion Influences of structural vibration response character with different correlation coefficient should be worth of attention of the designers of engineering structures.
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