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9780727726650: Ultimate Limit-state Design of Concrete Structures: a New Approach

Sinopsis

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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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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Kotsovos, Michael D.; Pavlovic, Milija N.
Publicado por Thomas Telford Ltd, 1998
ISBN 10: 072772665X ISBN 13: 9780727726650
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Librería: Compton Books, Guildford, Reino Unido

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Hardcover. Condición: 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. Nº de ref. del artículo: 250

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Kotsovos, Michael and M N Pavlovic:
Publicado por London: Thomas Telford, 1999
ISBN 10: 072772665X ISBN 13: 9780727726650
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Librería: Plurabelle Books Ltd, Cambridge, Reino Unido

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Hardback. Condición: 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. Nº de ref. del artículo: 242650

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Kotsovos, Michael D.
Publicado por Thomas Telford Ltd, 1998
ISBN 10: 072772665X ISBN 13: 9780727726650
Antiguo o usado Tapa dura

Librería: Libreria sottomarina - Studio Bibliografico, ROMA, RM, Italia

Calificación del vendedor: 5 de 5 estrellas Valoración 5 estrellas, Más información sobre las valoraciones de los vendedores

rilegato. Condición: Perfetto (Mint). Book. Nº de ref. del artículo: Kcv02pgdfTEK

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