Non Linear Seismic Analysis of Steel Frames: Including Degradation Effects of Slender Sections - Marco Ferrini - Books - Edizioni Accademiche Italiane - 9783639701630 - February 24, 2014
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Non Linear Seismic Analysis of Steel Frames: Including Degradation Effects of Slender Sections


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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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