textIf a structure is composed mainly of one material but contains a small amount of a second material, and if these two materials have significantly different levels of structural damping, this can increase the cost of solving the modal frequency response problem substantially. Even if the rank of the contribution to the finite element structural damping matrix from the second material is very low, the matrix becomes fully populated when transformed to the modal representation. As a result, the complex-valued modal matrix that represents the structure’s stiffness and structural damping is both full rank, because of the diagonal part contributed by the stiffness, and fully populated, because of off-diagonal imaginary terms contributed by ...
This paper presents and proves an algorithm for determining the natural undamped frequencies of vibr...
In the general framework of linear structural dynamics, modal corrections methods allow improving th...
An algorithm is described for synthesizing the mass and stiffness matrices from experimentally deriv...
textIf a structure is composed mainly of one material but contains a small amount of a second materi...
The modern procedure for analyzing the dynamics of a large, complex structure, such as an automobile...
textModal frequency response analysis is a very economical approach for large and complex structura...
A verified computational model of a complex structure is crucial for reliable vibro-acoustic simulat...
This paper presents the complex modal analysis for a proportionally damped structure equipped with ...
The modal frequency response problem is solved in many vibration analyses of large structures. Comme...
peer reviewedIn case of non-diagonal modal damping, normal modes of vibration do not decouple modal...
This thesis is mostly about the analysis of second order linear vibrating systems. The main purpose ...
The principal coordinates of a non-classically damped linear system are coupled by non-zero off-diag...
International audienceA method to compute the non-stationary time and frequency response of structur...
A main restriction in the general applicability of modal reduction techniques has been the lack of a...
textA hybrid model reduction for use with the automated multilevel substructuring (AMLS) method is p...
This paper presents and proves an algorithm for determining the natural undamped frequencies of vibr...
In the general framework of linear structural dynamics, modal corrections methods allow improving th...
An algorithm is described for synthesizing the mass and stiffness matrices from experimentally deriv...
textIf a structure is composed mainly of one material but contains a small amount of a second materi...
The modern procedure for analyzing the dynamics of a large, complex structure, such as an automobile...
textModal frequency response analysis is a very economical approach for large and complex structura...
A verified computational model of a complex structure is crucial for reliable vibro-acoustic simulat...
This paper presents the complex modal analysis for a proportionally damped structure equipped with ...
The modal frequency response problem is solved in many vibration analyses of large structures. Comme...
peer reviewedIn case of non-diagonal modal damping, normal modes of vibration do not decouple modal...
This thesis is mostly about the analysis of second order linear vibrating systems. The main purpose ...
The principal coordinates of a non-classically damped linear system are coupled by non-zero off-diag...
International audienceA method to compute the non-stationary time and frequency response of structur...
A main restriction in the general applicability of modal reduction techniques has been the lack of a...
textA hybrid model reduction for use with the automated multilevel substructuring (AMLS) method is p...
This paper presents and proves an algorithm for determining the natural undamped frequencies of vibr...
In the general framework of linear structural dynamics, modal corrections methods allow improving th...
An algorithm is described for synthesizing the mass and stiffness matrices from experimentally deriv...