This study considers structural reanalysis owing to the modification of structural elements including (1) addition of substructures, (2) removal of substructures, and (3) changes in design variables. Coupling and decoupling reanalysis methods proposed in the study are performed by using the concept of compatibility conditions at interface nodes between the substructures or between the original structure and the substructures. Subsequently, a generalized inverse method to describe constrained responses is modified to obtain the reanalysis responses. In this study, constrained equilibrium equations are modified to consider a reanalysis of a structure with the addition and removal of statically stable or unstable substructures. The proposed re...
Abstract In light weight structure design, vibration control is necessary to meet strict stability r...
In this paper the decoupling problem, i.e. the identification of the modal properties of a substruc...
In the present paper, linear substructures with nonlinearities localized at their interfaces, such a...
International audienceComplex structure optimization is an important part of the design process wher...
In this paper, suitable criteria are sought for an optimal replacement of unobservable coupling DoFs...
The objective of this paper is to achieve a better understanding of the substructure decoupling prob...
The paper considers the decoupling problem, i.e. the identification of the dynamic behaviour of a st...
The paper considers the decoupling problem or subsystem subtraction, i.e. the identification of the ...
International audienceA method for treating a complex structure as an assemblage of distinct regions...
Substructure decoupling consists in the identification of a dynamic model of a structural subsystem,...
A reanalysis approach for geometrical changes in structural systems is presented. The solution proce...
Inverse dynamic substructuring, also called substructure decoupling, is the identification of the dy...
This paper presents an approach based on reduced basis approximation concepts for static and dynamic...
In this paper the decoupling problem, i.e. the identification of the modal properties of a substruct...
Methods of dynamic analysis of large structural systems used in aerospace applications are examined....
Abstract In light weight structure design, vibration control is necessary to meet strict stability r...
In this paper the decoupling problem, i.e. the identification of the modal properties of a substruc...
In the present paper, linear substructures with nonlinearities localized at their interfaces, such a...
International audienceComplex structure optimization is an important part of the design process wher...
In this paper, suitable criteria are sought for an optimal replacement of unobservable coupling DoFs...
The objective of this paper is to achieve a better understanding of the substructure decoupling prob...
The paper considers the decoupling problem, i.e. the identification of the dynamic behaviour of a st...
The paper considers the decoupling problem or subsystem subtraction, i.e. the identification of the ...
International audienceA method for treating a complex structure as an assemblage of distinct regions...
Substructure decoupling consists in the identification of a dynamic model of a structural subsystem,...
A reanalysis approach for geometrical changes in structural systems is presented. The solution proce...
Inverse dynamic substructuring, also called substructure decoupling, is the identification of the dy...
This paper presents an approach based on reduced basis approximation concepts for static and dynamic...
In this paper the decoupling problem, i.e. the identification of the modal properties of a substruct...
Methods of dynamic analysis of large structural systems used in aerospace applications are examined....
Abstract In light weight structure design, vibration control is necessary to meet strict stability r...
In this paper the decoupling problem, i.e. the identification of the modal properties of a substruc...
In the present paper, linear substructures with nonlinearities localized at their interfaces, such a...