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Beschreibung
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.
Including degradation effects of slender sections
Details
| Verlag | Edizioni Accademiche Italiane |
| Ersterscheinung | 24. Februar 2014 |
| Maße | 22 cm x 15 cm x 1.4 cm |
| Gewicht | 340 Gramm |
| Format | Softcover |
| ISBN-13 | 9783639701630 |
| Seiten | 216 |
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