Inelastic Analysis of Structures under Variable Loads: Theory and Engineering Applications - Couverture souple

Giulio Maier, Dieter Weichert

9781402003820: Inelastic Analysis of Structures under Variable Loads: Theory and Engineering Applications

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ISBN 10 : 140200382X ISBN 13 : 9781402003820

Editeur : Springer Netherlands, 2001

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The question whether a structure or a machine component can carry the applied loads, and with which margin of safety, or whether it will become unserviceable due to collapse or excessive inelastic deformations, has always been a major concern for civil and mechanical engineers. The development of methods to answer this technologically crucial question without analysing the evolution of the system under varying loads, has a long tradition that can be traced back even to the times of emerging mechanical sciences in the early 17th century. However, the scientific foundations of the theories underlying these methods, nowadays frequently called "direct", were established sporadically in the Thirties of the 20th century and systematically and rigorously in the Fifties. Further motivations for the development of direct analysis techniques in applied mechanics of solids and structures arise from the circumstance that in many engineering situations the external actions fluctuate according to time histories not a priori known except for some essential features, e.g. variation intervals. In such situations the critical events (or "limit states") to consider, besides plastic collapse, are incremental collapse (or "ratchetting") and alternating plastic yielding, namely lack of "shakedown". Non evolutionary, direct methods for ultimate limit state analysis of structures subjected to variably-repeated external actions are the objectives of most papers collected in this book, which also contains a few contributions on related topics.

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�diteurSpringer Netherlands
Date d'�dition2001
ISBN 10 140200382X
ISBN 13 9781402003820
ReliureBroch�
Langueanglais
Nombre de pages396
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9780792366454: Inelastic Analysis of Structure Under Variable Loads: Theory and Engineering Applications

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Inelastic Analysis of Structures under Variable Loads

Weichert, Dieter|Maier, Giulio

Edit� par Springer Netherlands, 2001

ISBN 10 : 140200382X ISBN 13 : 9781402003820

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Kartoniert / Broschiert. Etat : New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. The question whether a structure or a machine component can carry the applied loads, and with which margin of safety, or whether it will become unserviceable due to collapse or excessive inelastic deformations, has always been a major concern for civil and . N� de r�f. du vendeur 4091803

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Inelastic Analysis of Structures under Variable Loads

Giulio Maier

Edit� par Springer Netherlands, Springer Netherlands Nov 2001, 2001

ISBN 10 : 140200382X ISBN 13 : 9781402003820

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Taschenbuch. Etat : Neu. This item is printed on demand - Print on Demand Titel. Neuware -The question whether a structure or a machine component can carry the applied loads, and with which margin of safety, or whether it will become unserviceable due to collapse or excessive inelastic deformations, has always been a major concern for civil and mechanical engineers. The development of methods to answer this technologically crucial question without analysing the evolution of the system under varying loads, has a long tradition that can be traced back even to the times of emerging mechanical sciences in the early 17th century. However, the scientific foundations of the theories underlying these methods, nowadays frequently called 'direct', were established sporadically in the Thirties of the 20th century and systematically and rigorously in the Fifties. Further motivations for the development of direct analysis techniques in applied mechanics of solids and structures arise from the circumstance that in many engineering situations the external actions fluctuate according to time histories not a priori known except for some essential features, e.g. variation intervals. In such situations the critical events (or 'limit states') to consider, besides plastic collapse, are incremental collapse (or 'ratchetting') and alternating plastic yielding, namely lack of 'shakedown'. Non evolutionary, direct methods for ultimate limit state analysis of structures subjected to variably-repeated external actions are the objectives of most papers collected in this book, which also contains a few contributions on related topics.Springer Verlag GmbH, Tiergartenstr. 17, 69121 Heidelberg 396 pp. Englisch. N� de r�f. du vendeur 9781402003820

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Inelastic Analysis of Structures under Variable Loads

Giulio Maier

Edit� par Springer Netherlands Nov 2001, 2001

ISBN 10 : 140200382X ISBN 13 : 9781402003820

Neuf Taschenbuch

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Vendeur : BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, Allemagne

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Taschenbuch. Etat : Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -The question whether a structure or a machine component can carry the applied loads, and with which margin of safety, or whether it will become unserviceable due to collapse or excessive inelastic deformations, has always been a major concern for civil and mechanical engineers. The development of methods to answer this technologically crucial question without analysing the evolution of the system under varying loads, has a long tradition that can be traced back even to the times of emerging mechanical sciences in the early 17th century. However, the scientific foundations of the theories underlying these methods, nowadays frequently called 'direct', were established sporadically in the Thirties of the 20th century and systematically and rigorously in the Fifties. Further motivations for the development of direct analysis techniques in applied mechanics of solids and structures arise from the circumstance that in many engineering situations the external actions fluctuate according to time histories not a priori known except for some essential features, e.g. variation intervals. In such situations the critical events (or 'limit states') to consider, besides plastic collapse, are incremental collapse (or 'ratchetting') and alternating plastic yielding, namely lack of 'shakedown'. Non evolutionary, direct methods for ultimate limit state analysis of structures subjected to variably-repeated external actions are the objectives of most papers collected in this book, which also contains a few contributions on related topics. 396 pp. Englisch. N� de r�f. du vendeur 9781402003820

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Inelastic Analysis of Structures under Variable Loads : Theory and Engineering Applications

Giulio Maier

Edit� par Springer Netherlands, 2001

ISBN 10 : 140200382X ISBN 13 : 9781402003820

Neuf Taschenbuch

Vendeur : AHA-BUCH GmbH, Einbeck, Allemagne

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Taschenbuch. Etat : Neu. Druck auf Anfrage Neuware - Printed after ordering - The question whether a structure or a machine component can carry the applied loads, and with which margin of safety, or whether it will become unserviceable due to collapse or excessive inelastic deformations, has always been a major concern for civil and mechanical engineers. The development of methods to answer this technologically crucial question without analysing the evolution of the system under varying loads, has a long tradition that can be traced back even to the times of emerging mechanical sciences in the early 17th century. However, the scientific foundations of the theories underlying these methods, nowadays frequently called 'direct', were established sporadically in the Thirties of the 20th century and systematically and rigorously in the Fifties. Further motivations for the development of direct analysis techniques in applied mechanics of solids and structures arise from the circumstance that in many engineering situations the external actions fluctuate according to time histories not a priori known except for some essential features, e.g. variation intervals. In such situations the critical events (or 'limit states') to consider, besides plastic collapse, are incremental collapse (or 'ratchetting') and alternating plastic yielding, namely lack of 'shakedown'. Non evolutionary, direct methods for ultimate limit state analysis of structures subjected to variably-repeated external actions are the objectives of most papers collected in this book, which also contains a few contributions on related topics. N� de r�f. du vendeur 9781402003820

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