In the preceding chapters we concentrated our efforts in obtaining the response to dynamic loads of structures modeled by the simple oscillator, that is, structures that may be analyzed as a damped or undamped spring-mass system. Our plan in the present chapter is to discuss the conditions under which a structural system consisting of multiple interconnected rigid bodies or having distributed mass and elasticity can still be modeled as a one-degree of-freedom system. We begin by presenting an alternative method to the direct application of Newton’s Law of Motion, the principle of virtual work.
CITATION STYLE
Paz, M., & Kim, Y. H. (2019). Generalized Coordinates and Rayleigh’s Method. In Structural Dynamics (pp. 491–528). Springer International Publishing. https://doi.org/10.1007/978-3-319-94743-3_21
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