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Compressive Force-Path Method: Unified Ultimate Limit-State Design of Concrete Structures - Couverture rigide
Synopsis
This book presents a method which simplifies and unifies the design of reinforced concrete structures under both normal and seismic loading conditions. Covers beams, columns and walls, beam-to-beam or column-to-column connections, and beam-to-column joints.
Les informations fournies dans la section « Synopsis » peuvent faire référence à une autre édition de ce titre.
À propos de l?auteur
Michael D. Kotsovos is full professor of Civil and Building Engineering, and Director of the Laboratory of Reinforced Concrete Structures at the National Technical University of Athens, Greece.
Les informations fournies dans la section « A propos du livre » peuvent faire référence à une autre édition de ce titre.
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Compressive Force-path Method: Unified Ultimate Limit-state Design Of Concrete Structures
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Compressive Force-path Method: Unified Ultimate Limit-state Design Of Concrete Structures
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Compressive Force-Path Method
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Compressive Force-Path Method: Unified Ultimate Limit-State Design of Concrete Structures (Engineering Materials)
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Compressive Force-Path Method
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Compressive Force-Path Method
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Compressive Force-Path Method
Edité par
Springer International Publishing Okt 2013, 2013
ISBN 10 : 3319004875
ISBN 13 : 9783319004877
Neuf
Couverture rigide
Vendeur : BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, Allemagne
Évaluation du vendeur 5 sur 5 étoiles
Buch. Etat : Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -This book presents a method which simplifies and unifies the design of reinforced concrete (RC) structures and is applicable to any structural element under both normal and seismic loading conditions. The proposed method has a sound theoretical basis and is expressed in a unified form applicable to all structural members, as well as their connections. It is applied in practice through the use of simple failure criteria derived from first principles without the need for calibration through the use of experimental data. The method is capable of predicting not only load-carrying capacity but also the locations and modes of failure, as well as safeguarding the structural performance code requirements. In this book, the concepts underlying the method are first presented for the case of simply supported RC beams. The application of the method is progressively extended so as to cover all common structural elements. For each structural element considered, evidence of the validity of the proposed method is presented together with design examples and comparisons with current code specifications. The method has been found to produce design solutions which satisfy the seismic performance requirements of current codes in all cases investigated to date, including structural members such as beams, columns, and walls, beam-to-beam or column-to-column connections, and beam-to-column joints. 240 pp. Englisch. N° de réf. du vendeur 9783319004877
Quantité disponible : 2 disponible(s)
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Compressive Force-Path Method
Edité par
Springer International Publishing, 2013
ISBN 10 : 3319004875
ISBN 13 : 9783319004877
Neuf
Couverture rigide
Vendeur : moluna, Greven, Allemagne
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Etat : New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Describes a method suitable not only for designing new earthquake-resistant RC structures but also for the structural assessment and redesign/upgrading of existing RC structures Clearly explains the concepts underlying the method and its applicati. N° de réf. du vendeur 4495856
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Compressive Force-Path Method
ISBN 10 : 3319004875
ISBN 13 : 9783319004877
Neuf
Couverture rigide
Vendeur : buchversandmimpf2000, Emtmannsberg, BAYE, Allemagne
Évaluation du vendeur 5 sur 5 étoiles
Buch. Etat : Neu. Neuware -This book presents a method which simplifies and unifies the design of reinforced concrete (RC) structures and is applicable to any structural element under both normal and seismic loading conditions. The proposed method has a sound theoretical basis and is expressed in a unified form applicable to all structural members, as well as their connections. It is applied in practice through the use of simple failure criteria derived from first principles without the need for calibration through the use of experimental data. The method is capable of predicting not only load-carrying capacity but also the locations and modes of failure, as well as safeguarding the structural performance code requirements.In this book, the concepts underlying the method are first presented for the case of simply supported RC beams. The application of the method is progressively extended so as to cover all common structural elements. For each structural element considered, evidence of the validity of the proposed method is presented together with design examples and comparisons with current code specifications. The method has been found to produce design solutions which satisfy the seismic performance requirements of current codes in all cases investigated to date, including structural members such as beams, columns, and walls, beam-to-beam or column-to-column connections, and beam-to-column joints.Springer Verlag GmbH, Tiergartenstr. 17, 69121 Heidelberg 240 pp. Englisch. N° de réf. du vendeur 9783319004877
Quantité disponible : 2 disponible(s)
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Compressive Force-Path Method : Unified Ultimate Limit-State Design of Concrete Structures
Edité par
Springer International Publishing, 2013
ISBN 10 : 3319004875
ISBN 13 : 9783319004877
Neuf
Couverture rigide
Vendeur : AHA-BUCH GmbH, Einbeck, Allemagne
Évaluation du vendeur 5 sur 5 étoiles
Buch. Etat : Neu. Druck auf Anfrage Neuware - Printed after ordering - This book presents a method which simplifies and unifies the design of reinforced concrete (RC) structures and is applicable to any structural element under both normal and seismic loading conditions. The proposed method has a sound theoretical basis and is expressed in a unified form applicable to all structural members, as well as their connections. It is applied in practice through the use of simple failure criteria derived from first principles without the need for calibration through the use of experimental data. The method is capable of predicting not only load-carrying capacity but also the locations and modes of failure, as well as safeguarding the structural performance code requirements. In this book, the concepts underlying the method are first presented for the case of simply supported RC beams. The application of the method is progressively extended so as to cover all common structural elements. For each structural element considered, evidence of the validity of the proposed method is presented together with design examples and comparisons with current code specifications. The method has been found to produce design solutions which satisfy the seismic performance requirements of current codes in all cases investigated to date, including structural members such as beams, columns, and walls, beam-to-beam or column-to-column connections, and beam-to-column joints. N° de réf. du vendeur 9783319004877
Quantité disponible : 1 disponible(s)