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The document presents a method for determining the vibratory response of continuous systems subjected to distributed excitation forces, yielding closed form exact solutions. This method contrasts with the eigenfunction superposition method, allowing for simpler calculations and applications to various structures such as strings, rods, and beams, while considering both viscous and material damping. The paper demonstrates the effectiveness of this method through detailed examples and applications, providing a

Author

nanjappa hebbale

Language

EN