Free Vibration Analysis of Frames Using the Transfer Dynamic Stiffness Matrix Method
β Scribed by Tu, Tsung Hsein (author);Yu, Jen Fang (author);Lien, Hsin Chung (author);Tsai, Go Long (author);Wang, B. P. (author)
- Book ID
- 121825383
- Publisher
- The American Society of Mechanical Engineers
- Year
- 2008
- Tongue
- English
- Weight
- 291 KB
- Volume
- 130
- Category
- Article
- ISSN
- 0739-3717
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In this paper, the authors formulate a free and forced vibration analysis algorithm for frame structures using the transfer dynamic sti!ness coe$cient method. This method is based on the concept of the transfer of the dynamic sti!ness coe$cient which is related to the force and displacement vector a
The free vibration analysis of three-layered symmetric sandwich beams is carried out using the dynamic stiffness method. First the governing partial differential equations of motion in free natural vibration are derived using Ham-iltonΓs principle. The formulation leads to two partial differential e