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Structural Engineering and Mechanics Volume 6, Number 2, March 1998 , pages 229-243 DOI: https://doi.org/10.12989/sem.1998.6.2.229 |
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Vibration of T-type Timoshenko frames subjected to moving loads |
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Wang RT, Lin JS
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| Abstract | ||
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In this study, a theoretical method to analyze the vibration of a T-type Timoshenko frame is proposed. The effects of axial inertia, rotatory inertia and shear deformation of each branch are considered. The orthogonality of any two distinct sets of mode shape functions is also demonstrated. Vibration of the frame due to moving loads is studied by the method and the response characteristics of the frame are investigated. Furthermore, the effect of column length on the response of the frame is also studied. | ||
| Key Words | ||
| Timoshenko frame, orthogonality, moving loads | ||
| Address | ||
| Wang RT, Natl Cheng Kung Univ, Dept Engn Sci, Tainan 70101, Taiwan Natl Cheng Kung Univ, Dept Engn Sci, Tainan 70101, Taiwan | ||