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Non Linear Seismic Analysis of Steel Frames: Including Degradation Effects of Slender Sections Marco Ferrini
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Non Linear Seismic Analysis of Steel Frames: Including Degradation Effects of Slender Sections
Marco Ferrini
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.
| Media | Books Paperback Book (Book with soft cover and glued back) |
| Released | February 24, 2014 |
| ISBN13 | 9783639701630 |
| Publishers | Edizioni Accademiche Italiane |
| Pages | 216 |
| Dimensions | 150 × 12 × 225 mm · 340 g |
| Language | German |
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