Dynamic behavior analysis of a multi-cable-stayed beam carrying concentrated masses

In this paper, the dynamic reactions of a cable-stayed beam with concentric masses located differently are investigated. To create an accurate system model, we create motion equations for various beam segments and apply boundary and continuity requirements. We iteratively solve the generalized transcendence frequency equation using the Newton-Raphson method. Our verified outcomes provide an extensive parametric analysis, augmenting comprehension of how mass positioning impacts vibrational properties. Significant new information on the theoretical and practical elements of creating and sustaining dynamic structures is provided by this research.