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The synthetic seismograms of body waves and long period surface waves were calculated using first motion approximation (Langston and Helmberger, 1975) and the normal mode superposition algorithm (e.g., Dahlen and Tromp, 1998), respectively.
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The acceleration of the beam is obtained by the mode superposition method.
This paper presents a novel object-oriented implementation of component mode synthesis and mode superposition for dynamic finite element analysis.
Time-domain responses of the panel are computed by the mode superposition method using the mode shapes obtained previously.
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.
Following the free vibration analysis, uncoupled stiffness, damping and mass matrices have been found employing the mode superposition method.
A major difficulty in non-linear dynamic reanalysis by mode superposition is the need to repeat the eigenproblem solutions.
Therefore, the method of complex mode superposition in the state space is employed in the dynamic response analysis.
An accurate calculation of the seismic responses of these structures necessitates the modal combination of dozens or even hundreds of modes when using mode superposition method.
Finally time response of displacement components is derived by mode superposition method.
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