2014
DOI: 10.1016/j.jsv.2013.09.023
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A real decoupled method and free interface component mode synthesis methods for generally damped systems

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Cited by 14 publications
(6 citation statements)
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“…The finite element reduced order modeling technique is based on the substructure component mode synthesis method, which can greatly reduce the degree of freedom of the dynamic model on the premise of satisfying the requirements of the engineering accuracy. The substructure component mode synthesis method can be divided into three categories: the fixed interface method [3][4][5], free interface method [6][7][8] and mixed method [9][10][11].…”
Section: Introductionmentioning
confidence: 99%
“…The finite element reduced order modeling technique is based on the substructure component mode synthesis method, which can greatly reduce the degree of freedom of the dynamic model on the premise of satisfying the requirements of the engineering accuracy. The substructure component mode synthesis method can be divided into three categories: the fixed interface method [3][4][5], free interface method [6][7][8] and mixed method [9][10][11].…”
Section: Introductionmentioning
confidence: 99%
“…Craig and Chang [9,10] proposed a substructure coupling method that is based on the free interface and discussed the substructure coupling problem, which is based on improving the substructure model. He [11] adopted the free interface mode synthesis method for the damping vibration system to calculate the residual flexibility matrix by the weighted orthogonal matrix. The inverse of the stiffness matrix can be avoided by using the weighted orthogonal matrix.…”
Section: Introductionmentioning
confidence: 99%
“…One way to solve this problem is the reduction by component mode synthesis (CMS) method proposed in the literature. [11][12][13][14][15][16][17][18] This method allows condensing the large number of DOFs into a small number using the generalized coordinates. FA Lulf et al 19 proposed a comparative study of different bases for reduction in nonlinear dynamic structures.…”
Section: Introductionmentioning
confidence: 99%
“…The different methods are classified according to CMS interface: fixed interface, 11 free interface, 12,13 or hybrid interface. 14,16 Recently, D Sarsri et al 20,21 developed an approach coupling CMS reduction method and developing uncertainty by a PCE to calculate the frequency transfer functions and response temporal for linear stochastic structures. J Sinou et al 22 proposed for simple structures, requiring no reduction, a technique taking into account the uncertainties in nonlinear models by combining the method of harmonic balance method (HBM) and developing uncertainty by a PCE.…”
Section: Introductionmentioning
confidence: 99%