Erschienen: 23.04.2010 Abbildung von Hsu / Mo | Unified Theory of Concrete Structures | 2. Auflage | 2010

Hsu / Mo

Unified Theory of Concrete Structures

lieferbar, ca. 4 Wochen

ca. 142,00 €

inkl. Mwst.

2. Auflage 2010. Buch. 518 S. Hardcover

wiley. ISBN 978-0-470-68874-8

Format (B x L): 16,8 x 24,4 cm

Gewicht: 1030 g

In englischer Sprache

Produktbeschreibung

Unified Theory of Concrete Structures develops an integrated theory that encompasses the various stress states experienced by both RC & PC structures under the various loading conditions of bending, axial load, shear and torsion. Upon synthesis, the new rational theories replace the many empirical formulas currently in use for shear, torsion and membrane stress.

The unified theory is divided into six model components: a) the struts-and-ties model, b) the equilibrium (plasticity) truss model, c) the Bernoulli compatibility truss model, d) the Mohr compatibility truss model, e) the softened truss model, and f) the softened membrane model. Hsu presents the six models as rational tools for the solution of the four basic types of stress, focusing on the significance of their intrinsic consistencies and their inter-relationships. Because of its inherent rationality, this unified theory of reinforced concrete can serve as the basis for the formulation of a universal and international design code.
* Includes an appendix and accompanying website hosting the authors' finite element program SCS along with instructions and examples
* Offers comprehensive coverage of content ranging from fundamentals of flexure, shear and torsion all the way to non-linear finite element analysis and design of wall-type structures under earthquake loading.
* Authored by world-leading experts on torsion and shear

Gesamtwerk

Die 8. Auflage ist wieder auf sechs Bände angelegt. Darin finden sich übersichtlich und in systematischer Gliederung Vertragsmuster aus der Feder erfahrener Experten. Jedem dieser Muster folgen Anmerkungen, mit denen der dem Vertragsentwurf zu Grunde liegende Sachverhalt und die Gründe für die Wahl des spezifischen Formulars erläutert werden.

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