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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.
Biografía del autor:
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.
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- EditorialEdizioni Accademiche Italiane
- Año de publicación2014
- ISBN 10 3639701631
- ISBN 13 9783639701630
- EncuadernaciónTapa blanda
- Número de páginas216
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Non Linear Seismic Analysis of Steel Frames
Publicado por
Edizioni Accademiche Italiane
(2014)
ISBN 10: 3639701631
ISBN 13: 9783639701630
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Descripción Condición: New. PRINT ON DEMAND Book; New; Fast Shipping from the UK. No. book. Nº de ref. del artículo: ria9783639701630_lsuk
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Non linear seismic analysis of steel frames: Including degradation effects of slender sections
Publicado por
Edizioni Accademiche Italiane
(2014)
ISBN 10: 3639701631
ISBN 13: 9783639701630
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Descripción Condición: New. Nº de ref. del artículo: ABLING22Oct2817100462344
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Non linear seismic analysis of steel frames
Publicado por
Edizioni Accademiche Italiane Feb 2014
(2014)
ISBN 10: 3639701631
ISBN 13: 9783639701630
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Descripción Taschenbuch. Condición: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -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. 216 pp. Englisch. Nº de ref. del artículo: 9783639701630
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Non linear seismic analysis of steel frames Including degradation effects of slender sections
Publicado por
Edizioni Accademiche Italiane
(2014)
ISBN 10: 3639701631
ISBN 13: 9783639701630
Nuevo
PAP
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Descripción PAP. Condición: New. New Book. Shipped from UK. THIS BOOK IS PRINTED ON DEMAND. Established seller since 2000. Nº de ref. del artículo: L0-9783639701630
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Non linear seismic analysis of steel frames : Including degradation effects of slender sections
Publicado por
Edizioni Accademiche Italiane
(2014)
ISBN 10: 3639701631
ISBN 13: 9783639701630
Nuevo
Taschenbuch
Cantidad disponible: 1
Librería:
Valoración
Descripción Taschenbuch. Condición: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - 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. Nº de ref. del artículo: 9783639701630
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Non linear seismic analysis of steel frames
Publicado por
Edizioni Accademiche Italiane
(2014)
ISBN 10: 3639701631
ISBN 13: 9783639701630
Nuevo
Tapa blanda
Cantidad disponible: > 20
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Descripción Condición: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Ferrini MarcoGraduated 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.In this work different. Nº de ref. del artículo: 4998662
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Non linear seismic analysis of steel frames Including degradation effects of slender sections
Publicado por
Edizioni Accademiche Italiane
(2014)
ISBN 10: 3639701631
ISBN 13: 9783639701630
Nuevo
PAP
Cantidad disponible: > 20
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Descripción PAP. Condición: New. New Book. Delivered from our UK warehouse in 4 to 14 business days. THIS BOOK IS PRINTED ON DEMAND. Established seller since 2000. Nº de ref. del artículo: L0-9783639701630
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