According to the problem of structural dynamical topological reanalysis for continuous two modifications,a new method for dynamic reanalysis of topological modified structure with added degrees and two continuous modifications was proposed in this paper,which is combined independent mass orthogonalization strategy with Rayleigh-Ritz analysis and the coupled condensation method. Comparing with the direct finite element analysis( FEA),the high computational effort for FEA is greatly decreased by utilizing the proposed reanalysis procedures,which is also easy to operate and implement. The numerical example shows that the proposed method for dynamical topological reanalysis of continuous two modifications is effective
A novel method for nonlinear dynamic response topology optimization is proposed using the equivalent...
This paper proposes a novel direct reanalysis algorithm based on finding updated triangular factoriz...
The objective of this paper is to indicate how structural dynamic reanalysis can be done when Ritz v...
This paper presents a procedure for modal reanalysis of structures with topological modifications. T...
This paper presents a procedure for modal reanalysis of structures with topological modifications. T...
The methods of structural dynamic modification, especially those with their roots in finite element ...
A procedure for the dynamic reanalysis of linear systems subjected to deterministic or stochastic lo...
The methods of structural dynamic modification, especially those with their roots in finite element ...
International audienceComplex structure optimization is an important part of the design process wher...
In this paper an approach for nonlinear reanalysis based on residual increment approximations (RIA) ...
Despite rapid improvements in computer performance there is still room for advances in computational...
This paper shows how the reanalysis method can be utilized for speeding up the optimized process in ...
Abstract: In the dynamic analysis of structures condensation methods are often used to reduce the nu...
A reanalysis approach for geometrical changes in structural systems is presented. The solution proce...
In topological optimization, modified finite element models are frequently established as well solve...
A novel method for nonlinear dynamic response topology optimization is proposed using the equivalent...
This paper proposes a novel direct reanalysis algorithm based on finding updated triangular factoriz...
The objective of this paper is to indicate how structural dynamic reanalysis can be done when Ritz v...
This paper presents a procedure for modal reanalysis of structures with topological modifications. T...
This paper presents a procedure for modal reanalysis of structures with topological modifications. T...
The methods of structural dynamic modification, especially those with their roots in finite element ...
A procedure for the dynamic reanalysis of linear systems subjected to deterministic or stochastic lo...
The methods of structural dynamic modification, especially those with their roots in finite element ...
International audienceComplex structure optimization is an important part of the design process wher...
In this paper an approach for nonlinear reanalysis based on residual increment approximations (RIA) ...
Despite rapid improvements in computer performance there is still room for advances in computational...
This paper shows how the reanalysis method can be utilized for speeding up the optimized process in ...
Abstract: In the dynamic analysis of structures condensation methods are often used to reduce the nu...
A reanalysis approach for geometrical changes in structural systems is presented. The solution proce...
In topological optimization, modified finite element models are frequently established as well solve...
A novel method for nonlinear dynamic response topology optimization is proposed using the equivalent...
This paper proposes a novel direct reanalysis algorithm based on finding updated triangular factoriz...
The objective of this paper is to indicate how structural dynamic reanalysis can be done when Ritz v...