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- W3090872624 abstract "This paper investigates the modal analysis of vibration of Euler-Bernoulli beam subjected to concentrated load. The governing partial differential equation was analysed to determine the behaviour of the system under consideration. The series solution and numerical methods were used to solve the governing partial differential equation. The results revealed that the amplitude increases as the length of the beam increases. It was also found that the response amplitude increases as the foundation increases at fixed length of the beam." @default.
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- W3090872624 date "2020-09-29" @default.
- W3090872624 modified "2023-09-25" @default.
- W3090872624 title "Modal Analysis of Vibration of Euler-Bernoulli Beam Subjected to Concentrated Moving Load" @default.
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- W3090872624 doi "https://doi.org/10.24996/ijs.2020.61.9.19" @default.
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