A new method for designing moment resisting steel frames failing in a global mode is presented in this paper. Starting from the analysis of the typical collapse mechanisms of frames subjected to horizontal forces, the method is based on the application of the kinematic theorem of plastic collapse. T
โฆ LIBER โฆ
Seismic resistance of steel and composite frame structures
โ Scribed by A. Plumier; J.B. Schleich
- Book ID
- 107894220
- Publisher
- Elsevier Science
- Year
- 1993
- Tongue
- English
- Weight
- 797 KB
- Volume
- 27
- Category
- Article
- ISSN
- 0143-974X
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