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The practice of truncating modes is common in the mode superposition analysis of linear structures.
The mode-based meta-model can always be advantageously employed when a limited number of modes are required for analysis, such as, e.g. for mode superposition analysis.
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With reference to a simplified model for soil structure interaction problems, this paper describes the use of the complex mode superposition method for the analysis of the dynamical response of continuous systems.
This paper presents a novel object-oriented implementation of component mode synthesis and mode superposition for dynamic finite element analysis.
The complex mode superposition method for the dynamical analysis of a simply supported beam with two rotational dampers attached at its end is presented.
Furthermore, by means of Betti's reciprocity theorem, orthogonal conditions are established for different natural modes, and hence transient response analysis based on mode superposition is developed.
Dynamic responses of blast-loaded HASPs were analyzed based on the homogenous panel and the mode superposition method and validated by finite element (FE) analysis.
The complex mode superposition method has then been used for the dynamic analysis in the time and frequency domains.
Both the reverberation-ray matrix analysis for free vibration and the mode superposition method for transient response are illustrated by numerical examples.
Therefore, the method of complex mode superposition in the state space is employed in the dynamic response analysis.
This study introduces a novel scheme for the discrete high-frequency forced vibration analysis based on discrete singular convolution (DSC) and mode superposition (MS) approaches.
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