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This is a review paper of which purpose is to summarize the mode interaction problem and ECBL approach, presenting the last results obtained by the authors.
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Yang and Hwang [10] recently presented a train-track-bridge model by combining the direct stiffness method for the track and the mode superposition method for the bridge to study the dynamic interaction problem of a railway steel arch bridge.
(The shock density wave interaction problem).
This model applies in the instability mode interaction.
Our approach – based on mental mode interaction - is also coarse-grain.
Consider next the N × Response Mode interaction.
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.
Hence, mode interactions occurring among various horizontal modes and the first vertical mode are considered.
The other is the mode matching problem.
This mode of interaction does not necessarily require interaction with the 5′ terminus of the RNA.
Fig. 2 Proportion of Interactions by Mode of Interactions.
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