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£ 41.22
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Add to basketCondition: New. This is a Brand-new US Edition. This Item may be shipped from US or any other country as we have multiple locations worldwide.
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Condition: New. pp. 240 Illus.
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£ 39.19
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£ 46.23
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£ 40.90
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Add to basketCondition: New. pp. 240.
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Hardcover. Condition: As New. 1st Edition. In unread condition with a small amount of spotting to the top fore edge. Structural concrete members often show great deviation in structural performance from that predicted by the current code of practice. In certain cases the predications considerably underestimate the capabilities of a structure or member, while in others the predictions are unsafe as they overestimate the member's ability to perform in a prescribed manner. Clearly, a rational and unified design methodology is still lacking for structural concrete. This book presents a simplified methodology based on calculations which are quick, easily programmable and no more complex than those required by the current codes. It involves identifying the regions of a structural member or structure through which the external load is transmitted from its point of application to the supports and then strengthening these regions as required. As most of these regions enclose the trajectories of internal compression actions the technique has been called the 'compressive force path' method. Ultimate limit-state design for concrete structures will provide designers with a practical and easily applied method for the design of a concrete structure, which is fully compatible with the behaviour of concrete (as described by valid experimental evidence) at both the material and structural level.
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Compressive Force-Path Method : Unified Ultimate Limit-State Design of Concrete Structures
Published by Springer International Publishing, 2013
ISBN 10: 3319004875 ISBN 13: 9783319004877
Language: English
£ 47.90
Convert currency£ 12.16 shipping from Germany to United KingdomQuantity: 1 available
Add to basketBuch. Condition: 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.
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Compressive Force-Path Method : Unified Ultimate Limit-State Design of Concrete Structures
Published by Springer International Publishing, 2016
ISBN 10: 3319345427 ISBN 13: 9783319345420
Language: English
£ 47.90
Convert currency£ 12.16 shipping from Germany to United KingdomQuantity: 1 available
Add to basketTaschenbuch. Condition: 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.
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Ultimate Limit-State Design of Concrete Structures: A New Approach.
Published by London: Thomas Telford, 1999
ISBN 10: 072772665X ISBN 13: 9780727726650
Language: English
Seller: Plurabelle Books Ltd, Cambridge, United Kingdom
Association Member: GIAQ
Seller rating 5 out of 5 stars
First Edition
Hardback. Condition: As New. v 164p large hardback, laminated boards green, a very fresh and tight copy, never used, name in pencil, excellent first edition Language: English.
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Compressive Force-Path Method
Published by Springer International Publishing, Springer International Publishing Aug 2016, 2016
ISBN 10: 3319345427 ISBN 13: 9783319345420
Language: English
Seller: buchversandmimpf2000, Emtmannsberg, BAYE, Germany
Seller rating 5 out of 5 stars
£ 47.90
Convert currency£ 30.43 shipping from Germany to United KingdomQuantity: 2 available
Add to basketTaschenbuch. Condition: 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.
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Compressive Force-Path Method
Published by Springer International Publishing, Springer International Publishing Okt 2013, 2013
ISBN 10: 3319004875 ISBN 13: 9783319004877
Language: English
Seller: buchversandmimpf2000, Emtmannsberg, BAYE, Germany
Seller rating 5 out of 5 stars
£ 47.90
Convert currency£ 30.43 shipping from Germany to United KingdomQuantity: 2 available
Add to basketBuch. Condition: 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.
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Paperback. Condition: Brand New. reprint edition. 240 pages. 9.25x6.10x0.55 inches. In Stock.
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Hardcover. Condition: Fine. 1st Edition. The book is in fine condition with some small spotting to edges, x+550p, full of b/w diagrams and graphs. The book shows the unifying generality of the proposed approach and the reliability of the ensuing computer package, for which the sole input is the specified cylinder strength of concrete and the yield is the stress of steel. This book offers an understanding of structural concrete behaviour, and illustrates the revision required for improving methods.
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Condition: New. pp. 381.
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Finite-Element Modelling of Structural Concrete: Short-Term Static and Dynamic Loading Conditions
Seller: Ria Christie Collections, Uxbridge, United Kingdom
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Finite-element Modelling of Structural Concrete : Short-term Static and Dynamic Loading Conditions
Seller: GreatBookPricesUK, Woodford Green, United Kingdom
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Finite-Element Modelling of Structural Concrete: Short-Term Static and Dynamic Loading Conditions
Published by Taylor & Francis Ltd, 2017
ISBN 10: 1138749265 ISBN 13: 9781138749269
Language: English
Seller: THE SAINT BOOKSTORE, Southport, United Kingdom
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£ 101.03
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Finite-element Modelling of Structural Concrete : Short-term Static and Dynamic Loading Conditions
Seller: GreatBookPricesUK, Woodford Green, United Kingdom
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Paperback. Condition: Brand New. 381 pages. 10.00x7.01x1.02 inches. In Stock.
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Ultimate Limit-state Design of Concrete Structures: a New Approach
Seller: Libreria sottomarina - Studio Bibliografico, ROMA, RM, Italy
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Add to basketrilegato. Condition: Perfetto (Mint). Book.
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Finite-Element Modelling of Structural Concrete: Short-Term Static and Dynamic Loading Conditions
Published by CRC Press 2015-05-27, 2015
ISBN 10: 1498712304 ISBN 13: 9781498712309
Language: English
Hardcover. Condition: New.
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Finite-Element Modelling of Structural Concrete: Short-Term Static and Dynamic Loading Conditions
Published by Taylor & Francis Group, 2015
ISBN 10: 1498712304 ISBN 13: 9781498712309
Language: English
Condition: New. 387.
