GRAPH SYMMETRY, CANONICAL FORMS AND EIGENPROBLEMS IN STRUCTURAL MECHANICS

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KAVEH A.; PARYAB KH.

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Paper Information

Journal: INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE (ENGLISH) Year:2005 | Volume:16 | Issue:3 Page(s): 23-31

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Information Journal Paper

Title

GRAPH SYMMETRY, CANONICAL FORMS AND EIGENPROBLEMS IN STRUCTURAL MECHANICS

Author(s)

KAVEH A. | PARYAB KH. | Issue Writer Certificate

Keywords

SYMMETRYQ4

FORM IVQ4

EIGENVALUEQ4

SYMMETRIC COREQ4

CANONICAL FORMSQ4

FREE VIBRATIONQ4

BUCKLING LOADQ4

STRUCTURESQ4

Abstract

In this paper, methods are presented for decomposing the Laplacian matrices of graphs having special symmetries. These graphs have special connectivity properties and correspond to matrices of attractive CANONICAL FORMS. These forms are applied to the FREE VIBRATION analysis of symmetric frame STRUCTURES, and calculating the BUCKLING LOAD of symmetric planar frames.

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APA: Copy

KAVEH, A., & PARYAB, KH.. (2005). GRAPH SYMMETRY, CANONICAL FORMS AND EIGENPROBLEMS IN STRUCTURAL MECHANICS. INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE (ENGLISH), 16(3), 23-31. SID. https://sid.ir/paper/52584/en

Vancouver: Copy

KAVEH A., PARYAB KH.. GRAPH SYMMETRY, CANONICAL FORMS AND EIGENPROBLEMS IN STRUCTURAL MECHANICS. INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE (ENGLISH)[Internet]. 2005;16(3):23-31. Available from: https://sid.ir/paper/52584/en

IEEE: Copy

A. KAVEH, and KH. PARYAB, “GRAPH SYMMETRY, CANONICAL FORMS AND EIGENPROBLEMS IN STRUCTURAL MECHANICS,” INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE (ENGLISH), vol. 16, no. 3, pp. 23–31, 2005, [Online]. Available: https://sid.ir/paper/52584/en

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