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Inelastic Behavior of Structures Under Varied Repeated Losses: Direct Analysis Methods: 432
Seller: Libreria sottomarina - Studio Bibliografico, ROMA, RM, Italy
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Add to basketbrossura. Condition: Perfetto (Mint). Book.
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Paperback. Condition: New.
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Inelastic Behavior of Structures Under Variable Repeated Loads. Direct Analysis Methods. CISM Courses and Lectures No. 432
Published by Springer Wien New York, 2002
ISBN 10: 321183687X ISBN 13: 9783211836873
Language: English
£ 31.92
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Add to basketSoft cover. Condition: Very Good. A little shelf wear and rubbing to covers. Owner signature on fly leaf. Otherwise a solid, unmarked book. 393 pp.
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Inelastic Behavior of Structures Under Varied Repeated Losses : Direct Analysis Methods
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Inelastic Behavior of Structures Under Varied Repeated Losses
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Inelastic Behavior of Structures Under Varied Repeated Losses : Direct Analysis Methods
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Inelastic Analysis of Structure Under Variable Loads: Theory and Engineering Applications: v. 83
Seller: Libreria sottomarina - Studio Bibliografico, ROMA, RM, Italy
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£ 47.83
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Add to basketTaschenbuch. Condition: Neu. Druck auf Anfrage Neuware - Printed after ordering - This book deals with the safety assessment of structures and structural components, possibly operating beyond the elastic limits under variable repeated thermo-mechanical loads. Examples of such situations can be found both in mechanical and civil engineering (e.g. transportation technologies, pressure vessels, pipelines, offshore platforms, dams, pavements and buildings in seismic zones). So-called 'direct' methods are focused, based on the shakedown theorems and their specialisation to limit theorems. These methods are receiving increased attention for the prediction of structural failure because they provide the information that is essential in practice (e.g. safety factor and collapse mechanisms) by more economical procedures than step-by-step inelastic analysis; also, they only need a minimum of information on the evolution of loads as functions of time.The addressed audience are primarily engineers and scientists active in Structural Engineering and Safety and Reliability Analysis.
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£ 46.73
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£ 53.15
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£ 67.93
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Paperback. Condition: Brand New. 1st edition. 403 pages. 9.25x6.75x1.00 inches. In Stock.
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Inelastic Behaviour of Structures Under Variable Repeated Loads: Direct Analysis Methods (CISM Courses and lectures NO. 432)
Published by Secaucus, New Jersey, U.S.A.: Springer Verlag, 2002, 2002
ISBN 10: 321183687X ISBN 13: 9783211836873
Language: English
Seller: RWL GROUP (Booksellers), Desert Hot Springs, CA, U.S.A.
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£ 52.79
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Add to basketHardcover. Condition: Very Good. Very good X-library, Class A Library Binding. (hardbound) NEVER SENT TO LIBRARY, NEVER READ.
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£ 45.71
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Inelastic Analysis of Structures under Variable Loads : Theory and Engineering Applications
Published by Springer Netherlands, 2001
ISBN 10: 140200382X ISBN 13: 9781402003820
Language: English
£ 102.26
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Add to basketTaschenbuch. Condition: 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.
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£ 129.06
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£ 135.43
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Add to basketCondition: Used. pp. viii + 380.
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Condition: Used. pp. viii + 380 Illus.
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£ 152.32
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Inelastic Analysis of Structures Under Variable Loads (Solid Mechanics and Its Applications)
Published by Springer Netherlands, 2002
ISBN 10: 140200382X ISBN 13: 9781402003820
Language: English
Paperback. Condition: Brand New. 2000 edition. 396 pages. 9.40x6.08x0.88 inches. In Stock.
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Inelastic Behaviour of Structures under Variable Repeated Loads
Published by Springer Vienna Nov 2002, 2002
ISBN 10: 321183687X ISBN 13: 9783211836873
Language: English
Seller: BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, Germany
Seller rating 5 out of 5 stars
£ 47.83
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Add to basketTaschenbuch. Condition: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -This book deals with the safety assessment of structures and structural components, possibly operating beyond the elastic limits under variable repeated thermo-mechanical loads. Examples of such situations can be found both in mechanical and civil engineering (e.g. transportation technologies, pressure vessels, pipelines, offshore platforms, dams, pavements and buildings in seismic zones). So-called 'direct' methods are focused, based on the shakedown theorems and their specialisation to limit theorems. These methods are receiving increased attention for the prediction of structural failure because they provide the information that is essential in practice (e.g. safety factor and collapse mechanisms) by more economical procedures than step-by-step inelastic analysis; also, they only need a minimum of information on the evolution of loads as functions of time.The addressed audience are primarily engineers and scientists active in Structural Engineering and Safety and Reliability Analysis. 408 pp. Englisch.
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£ 43.25
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Add to basketKartoniert / Broschiert. Condition: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. This book deals with the safety assessment of structures and structural components, possibly operating beyond the elastic limits under variable repeated thermo-mechanical loads. Examples of such situations can be found both in mechanical and civil engineeri.
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Condition: New. Print on Demand pp. 408 67:B&W 6.69 x 9.61 in or 244 x 170 mm (Pinched Crown) Perfect Bound on White w/Gloss Lam.
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£ 74.11
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Add to basketCondition: New. PRINT ON DEMAND pp. 408.
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Inelastic Behaviour of Structures under Variable Repeated Loads
Published by Springer Vienna, Springer Vienna Nov 2002, 2002
ISBN 10: 321183687X ISBN 13: 9783211836873
Language: English
Seller: buchversandmimpf2000, Emtmannsberg, BAYE, Germany
Seller rating 5 out of 5 stars
£ 47.83
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Add to basketTaschenbuch. Condition: Neu. This item is printed on demand - Print on Demand Titel. Neuware -This book deals with the safety assessment of structures and structural components, possibly operating beyond the elastic limits under variable repeated thermo-mechanical loads. Examples of such situations can be found both in mechanical and civil engineering (e.g. transportation technologies, pressure vessels, pipelines, offshore platforms, dams, pavements and buildings in seismic zones).So-called 'direct¿ methods are focused, based on the shakedown theorems and their specialisation to limit theorems. These methods are receiving increased attention for the prediction of structural failure because they provide the information that is essential in practice (e.g. safety factor and collapse mechanisms) by more economical procedures than step-by-step inelastic analysis; also, they only need a minimum of information on the evolution of loads as functions of time.The addressed audience are primarily engineers and scientists active in Structural Engineering and Safety and Reliability Analysis.Springer Verlag GmbH, Tiergartenstr. 17, 69121 Heidelberg 408 pp. Englisch.
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Inelastic Analysis of Structures under Variable Loads
Published by Springer Netherlands, 2001
ISBN 10: 140200382X ISBN 13: 9781402003820
Language: English
£ 82.51
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Add to basketKartoniert / Broschiert. Condition: 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 .
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Inelastic Analysis of Structures under Variable Loads
Published by Springer Netherlands Nov 2001, 2001
ISBN 10: 140200382X ISBN 13: 9781402003820
Language: English
Seller: BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, Germany
Seller rating 5 out of 5 stars
£ 100.46
Convert currency£ 9.55 shipping from Germany to United KingdomQuantity: 2 available
Add to basketTaschenbuch. Condition: 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.
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Inelastic Analysis of Structures under Variable Loads
Published by Springer Netherlands, Springer Netherlands Nov 2001, 2001
ISBN 10: 140200382X ISBN 13: 9781402003820
Language: English
Seller: buchversandmimpf2000, Emtmannsberg, BAYE, Germany
Seller rating 5 out of 5 stars
£ 95.67
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Add to basketTaschenbuch. Condition: 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.
