Portal frame inertia and stiffness matrices by substructure synthesis

C. A. Morales

doi:10.1016/j.jsv.2004.06.048

Portal frame inertia and stiffness matrices by substructure synthesis

C. A. Morales

Virginia Tech

Research output: Contribution to journal › Article › peer-review

4 Scopus citations

Abstract

Generic expressions of mass and stiffness matrices of the portal frame are presented. These are derived by means of the substructure synthesis method. This method is exceptionally characterised by low-order eigenvalue problems and highly accurate eigensolutions.

Original language	English
Pages (from-to)	1205-1215
Number of pages	11
Journal	Journal of Sound and Vibration
Volume	283
Issue number	3-5
DOIs	https://doi.org/10.1016/j.jsv.2004.06.048
State	Published - 20 May 2005
Externally published	Yes

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title = "Portal frame inertia and stiffness matrices by substructure synthesis",

abstract = "Generic expressions of mass and stiffness matrices of the portal frame are presented. These are derived by means of the substructure synthesis method. This method is exceptionally characterised by low-order eigenvalue problems and highly accurate eigensolutions.",

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AU - Morales, C. A.

PY - 2005/5/20

Y1 - 2005/5/20

N2 - Generic expressions of mass and stiffness matrices of the portal frame are presented. These are derived by means of the substructure synthesis method. This method is exceptionally characterised by low-order eigenvalue problems and highly accurate eigensolutions.

AB - Generic expressions of mass and stiffness matrices of the portal frame are presented. These are derived by means of the substructure synthesis method. This method is exceptionally characterised by low-order eigenvalue problems and highly accurate eigensolutions.

UR - https://www.scopus.com/pages/publications/15944364484

U2 - 10.1016/j.jsv.2004.06.048

DO - 10.1016/j.jsv.2004.06.048

M3 - Artículo

AN - SCOPUS:15944364484

SN - 0022-460X

VL - 283

SP - 1205

EP - 1215

JO - Journal of Sound and Vibration

JF - Journal of Sound and Vibration

IS - 3-5

ER -

Portal frame inertia and stiffness matrices by substructure synthesis

Abstract

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