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- W2988803414 abstract "The present paper describes an analytic solution procedure for flexural vibration of a rotationally restrained hinged-hinged Timoshenko beam at the supports during an earthquake. Focusing on maximal magnitudes of internal loads such as bending moment and shearing force under wide variations of two parameters, kL/EI and κGAL2/EI, various beams under synchronous and asynchronous support motions are simulated. The simulations under asynchronous support motions show the following facts. The variations of the maximal magnitudes of internal loads of stocky beams due to the variation of kL/EI from zero to infinity show much wider variations than those of slender beams as κGAL2/EI decreases. The maximal magnitudes of internal loads of a beam tend to be governed by their static components as kL/EI increases and κGAL2/EI decreases. When the internal loads are governed by their static components, maximal magnitudes of internal loads of the stocky tend to increase monotonically as the value of kL/EI increases. However, the simulations under synchronous support motions show the static components of the internal loads vanish and the internal loads are governed by dynamic components irrespective of the two parameters." @default.
- W2988803414 created "2019-11-22" @default.
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- W2988803414 date "2020-05-01" @default.
- W2988803414 modified "2023-10-17" @default.
- W2988803414 title "Vibrations of rotationally restrained Timoshenko beam at hinged supports during an earthquake" @default.
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- W2988803414 doi "https://doi.org/10.1016/j.net.2019.10.021" @default.
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