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Analysis of Skeletal Structural Systems in the Elastic and Elastic-plastic Range (Developments in Civil Engineering S.) - Hardcover
Inhaltsangabe
The purpose of this book is to provide a smooth transition from linear elasticity through the nonlinear behaviour induced by unilateral constraints to full-scale plasticity. It presents applications of Mathematical Programming to nonlinear static analysis of skeletal structures (trusses, frames, grillages etc.). It is demonstrated that under the assumption of small displacements, a broad class of structural analysis problems exhibit the same internal structure. Such is the case with elastic analysis in the presence of unilateral supports or tension-only members, elastic-plastic analysis in both holonomic and non-holonomic formulations and, finally, ultimate load analysis. Throughout the book a clear and uniform methodology of presentation is used. First a complete set of governing relations is derived for a particular problem. Then that set is shown to be equivalent to a certain minimax problem (the saddle point problem), that in turn can be replaced by a pair of constrained extremum problems (dual MP-problems). Thus the complementary energy principles are established, furnishing the basis for the development of methods of numerical solution.
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The purpose of this book is to provide a smooth transition from linear elasticity through the nonlinear behaviour induced by unilateral constraints to full-scale plasticity. It presents applications of Mathematical Programming to nonlinear static analysis of skeletal structures (trusses, frames, grillages etc.). It is demonstrated that under the assumption of small displacements, a broad class of structural analysis problems exhibit the same internal structure. Such is the case with elastic analysis in the presence of unilateral supports or tension-only members, elastic-plastic analysis in both holonomic and non-holonomic formulations and, finally, ultimate load analysis. Throughout the book a clear and uniform methodology of presentation is used. First a complete set of governing relations is derived for a particular problem. Then that set is shown to be equivalent to a certain minimax problem (the saddle point problem), that in turn can be replaced by a pair of constrained extremum problems (dual MP-problems). Thus the complementary energy principles are established, furnishing the basis for the development of methods of numerical solution.
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Analysis of Skeletal Structural Systems in the Elastic and Elastic-Plastic Range Developments in Civil Engineering, 20
Anbieter: books4less (Versandantiquariat Petra Gros GmbH & Co. KG), Welling, Deutschland
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gebundene Ausgabe. Zustand: Gut. 223 Seiten Das hier angebotene Buch stammt aus einer teilaufgelösten Bibliothek und kann die entsprechenden Kennzeichnungen aufweisen (Rückenschild, Instituts-Stempel.); der Buchzustand ist ansonsten ordentlich und dem Alter entsprechend gut. In ENGLISCHER Sprache. Sprache: Englisch Gewicht in Gramm: 565. Bestandsnummer des Verkäufers 2223291
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Analysis of Skeletal Structural Systems in the Elastic and Elastic-Plastic Range (Developments in Civil Engineering S.)
Anbieter: Anybook.com, Lincoln, Vereinigtes Königreich
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Zustand: Good. This is an ex-library book and may have the usual library/used-book markings inside.This book has hardback covers. In good all round condition. No dust jacket. Please note the Image in this listing is a stock photo and may not match the covers of the actual item,600grams, ISBN:0444989900. Bestandsnummer des Verkäufers 8249312
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Analysis of Skeletal Structural Systems in the Elastic and Elastic-Plastic Range (Developments in Civil Engineering, 20) (English and Polish Edition)
Anbieter: Nauka Japan LLC, Tokyo, Japan
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Zustand: New. [ak 1662]. Bestandsnummer des Verkäufers NJ002709
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