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Edité par Birkhäuser, 2011
ISBN 10 : 3034898851ISBN 13 : 9783034898850
Vendeur : MusicMagpie, Stockport, Royaume-Uni
Livre
Etat : Very Good. 1682000781. 4/20/2023 2:26:21 PM.
Edité par Birkhäuser, 2011
ISBN 10 : 3034898851ISBN 13 : 9783034898850
Vendeur : booksXpress, Bayonne, NJ, Etats-Unis
Livre
Soft Cover. Etat : new.
Edité par Springer, 2011
ISBN 10 : 3034898851ISBN 13 : 9783034898850
Vendeur : Ria Christie Collections, Uxbridge, Royaume-Uni
Livre impression à la demande
Etat : New. PRINT ON DEMAND Book; New; Fast Shipping from the UK. No. book.
Edité par Birkhäuser, 2011
ISBN 10 : 3034898851ISBN 13 : 9783034898850
Vendeur : Lucky's Textbooks, Dallas, TX, Etats-Unis
Livre
Etat : New.
Edité par Springer 2011-09, 2011
ISBN 10 : 3034898851ISBN 13 : 9783034898850
Vendeur : Chiron Media, Wallingford, Royaume-Uni
Livre
PF. Etat : New.
Edité par Birkhäuser, 2012
ISBN 10 : 3034898851ISBN 13 : 9783034898850
Vendeur : Libreria sottomarina - Studio Bibliografico, ROMA, Italie
Livre
brossura. Etat : Perfetto (Mint). Book.
Edité par Springer, 2011
ISBN 10 : 3034898851ISBN 13 : 9783034898850
Vendeur : Books Puddle, New York, NY, Etats-Unis
Livre
Etat : New.
Edité par Birkhäuser Basel Sep 2011, 2011
ISBN 10 : 3034898851ISBN 13 : 9783034898850
Vendeur : BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, Allemagne
Livre impression à la demande
Taschenbuch. Etat : Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -17 2 STRESS FIELDS FOR SIMPLE STRUCTURES 2. 1 INTRODUCTION In this chapter the behavior and strength of simple structures made of rein forced or prestressed concrete is investigated with the aid of stress fields. In particular, the webs and flanges of beams, simple walls, brackets, bracing beams and joints of frames are investigated. By this means, the majority of design cases are already covered. In reality, all structural components are three-dimensional. Here, however, components are considered either directly as two-dimensional plate elements (i. e. the plane stress condition with no variation of stress over the thickness of the element) or they are subdivided into several plates. Since two-dimensional structural elements are statically redundant, it is pOSSible for a particular loading to be in equilibrium with many (theoretically an infinite number of) stress states. If the lower bound method of the theory of plasticity is employed, then an admissible stress field or any combination of such stress fields may be selected. In chapter 4 it is shown that this method is suitable for the design of reinforced concrete structures, and the consequence of the choice of the final structural system on the structural behavior is dealt with in detail. The first cases of the use of this method date back to Ritter [6] and Morsch [4], who already at the beginning of the century investigated the resultants of the internal stresses by means of truss models. 160 pp. Englisch.
Edité par Birkhäuser, 2011
ISBN 10 : 3034898851ISBN 13 : 9783034898850
Vendeur : California Books, Miami, FL, Etats-Unis
Livre
Etat : New.
Edité par Springer, 2011
ISBN 10 : 3034898851ISBN 13 : 9783034898850
Vendeur : Majestic Books, Hounslow, Royaume-Uni
Livre impression à la demande
Etat : New. Print on Demand.
Edité par Birkhäuser Basel, 2011
ISBN 10 : 3034898851ISBN 13 : 9783034898850
Vendeur : AHA-BUCH GmbH, Einbeck, Allemagne
Livre
Taschenbuch. Etat : Neu. Druck auf Anfrage Neuware - Printed after ordering - 17 2 STRESS FIELDS FOR SIMPLE STRUCTURES 2. 1 INTRODUCTION In this chapter the behavior and strength of simple structures made of rein forced or prestressed concrete is investigated with the aid of stress fields. In particular, the webs and flanges of beams, simple walls, brackets, bracing beams and joints of frames are investigated. By this means, the majority of design cases are already covered. In reality, all structural components are three-dimensional. Here, however, components are considered either directly as two-dimensional plate elements (i. e. the plane stress condition with no variation of stress over the thickness of the element) or they are subdivided into several plates. Since two-dimensional structural elements are statically redundant, it is pOSSible for a particular loading to be in equilibrium with many (theoretically an infinite number of) stress states. If the lower bound method of the theory of plasticity is employed, then an admissible stress field or any combination of such stress fields may be selected. In chapter 4 it is shown that this method is suitable for the design of reinforced concrete structures, and the consequence of the choice of the final structural system on the structural behavior is dealt with in detail. The first cases of the use of this method date back to Ritter [6] and Morsch [4], who already at the beginning of the century investigated the resultants of the internal stresses by means of truss models.
Edité par Birkhauser, 2011
ISBN 10 : 3034898851ISBN 13 : 9783034898850
Vendeur : Revaluation Books, Exeter, Royaume-Uni
Livre
Paperback. Etat : Brand New. reprint edition. 143 pages. 9.50x6.75x0.50 inches. In Stock.
Edité par Birkhäuser Basel, 2011
ISBN 10 : 3034898851ISBN 13 : 9783034898850
Vendeur : moluna, Greven, Allemagne
Livre
Kartoniert / Broschiert. Etat : New.
Edité par Birkhäuser, 2011
ISBN 10 : 3034898851ISBN 13 : 9783034898850
Vendeur : Mispah books, Redhill, SURRE, Royaume-Uni
Livre
Paperback. Etat : Like New. Like New. book.
Edité par Birkhäuser Basel, 1996
ISBN 10 : 3764354917ISBN 13 : 9783764354916
Vendeur : Mispah books, Redhill, SURRE, Royaume-Uni
Livre
Hardcover. Etat : Like New. Like New. book.