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Any structure in presence of crack is susceptible to failure depending on the mode of vibration. Failure is due to the resonance formed by the superposition of frequency of periodic force acting on structure and the natural frequency of the structure. To be alert about resonance due to periodic load, it is important to determine natural frequency. In this study of modal analysis, natural frequency...
The main objective of this paper is to analyze the dynamic response of floating bridges with transverse pontoons, when subjected to harmonic regular wave loads. As a result, a simplified beam model of the Bergsøysund floating bridge is established in the FEM software Abaqus. Additional “synthetic” floating bridge structures are subsequently built and analyzed in a similar manner.The pontoon model...
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