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Non linear seismic analysis of steel frames
Including degradation effects of slender sections
- Editore:
Edizioni Accademiche Italiane
- EAN:
9783639701630
- ISBN:
3639701631
- Pagine:
- 216
- Formato:
- Paperback
- Lingua:
- Tedesco
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Descrizione Non linear seismic analysis of steel frames
In this work different steel elements have been modeled and analyzed, both under monotonic and cyclic conditions: a cantilever column, several beam-to-column connections and finally a plane frame. The aim has been put on the different results that can derive from include, or neglect, deterioration in modeling. Degradation effect, typical of semi-compact and slender steel section, has been considered both in strength and stiffness. A sophisticated model, characterized by general validity, has been implemented in order to be used with all steel cross-section, including semi-compact and slender.
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