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
โฆ LIBER โฆ
A Finite Element-Transfer Matrix Method For Dynamic Analysis Of Frame Structures
โ Scribed by M. Ohga; T. Shigematsu; T. Hara
- Publisher
- Elsevier Science
- Year
- 1993
- Tongue
- English
- Weight
- 257 KB
- Volume
- 167
- Category
- Article
- ISSN
- 0022-460X
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