Dynamic instability of single storey frames having thin-walled columns has been investigated. The lateral loads sustained by the frame are dynamic in character, while the axial loads are deemed to be quasi-statically applied. The analytical model employed by the authors has the capability of modelli
Coupled dynamic instability of thin-walled structural systems
โ Scribed by M.A. Souza
- Publisher
- Elsevier Science
- Year
- 1994
- Tongue
- English
- Weight
- 467 KB
- Volume
- 20
- Category
- Article
- ISSN
- 0263-8231
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