Non linear seismic analysis of steel frames | Including degradation effects of slender sections

Marco Ferrini

ISBN 10: 3639701631 / ISBN 13: 9783639701630

Published by Edizioni Accademiche Italiane, 2014

About this Item

Non linear seismic analysis of steel frames | Including degradation effects of slender sections | Marco Ferrini | Taschenbuch | 216 S. | Englisch | 2014 | Edizioni Accademiche Italiane | EAN 9783639701630 | Verantwortliche Person für die EU: preigu GmbH & Co. KG, Lengericher Landstr. 19, 49078 Osnabrück, mail[at]preigu[dot]de | Anbieter: preigu.

Seller Inventory # 105400492

Bibliographic Details

• Title: Non linear seismic analysis of steel frames | Including degradation effects of slender sections
• Publisher: Edizioni Accademiche Italiane
• Publication Date: 2014
• Language: English
• ISBN 10: 3639701631
• ISBN 13: 9783639701630
• Binding: Taschenbuch
• Condition: Neu
• Dimensions: 220W x 150H x 14D millimeters 220 millimeters width by 150 millimeters height by 14 millimeters depth
• Weight: 340 grams
• Seller catalogs:
  • Bücher

About this title

Synopsis

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.

About the Author

Graduated with honours in Civil Engineering at University of Pisa. Researcher in "Seismic design of steel structures" within Department of Civil and Industrial Engineering at University of Pisa.