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What can lead to a discontinuity in the mode shape function of a beam?
What can significantly affect the vibration characteristics of a beam?
What can lead to a change in the natural frequency of a beam?
What is the state-based method used for?
What does the state-based method transform the second-order system of dynamic equations into?
What does the state-based method make simpler?
What type of damping does the state-based method handle?
What role do eigenvalues and eigenvectors play in state-based methods?
What is a unique challenge posed by time-dependent eigenvalues?
What are the key advantages of using state-based methods for solving dynamic problems?