Librería: GreatBookPrices, Columbia, MD, Estados Unidos de America
EUR 77,84
Cantidad disponible: Más de 20 disponibles
Añadir al carritoCondición: New.
Librería: California Books, Miami, FL, Estados Unidos de America
EUR 95,41
Cantidad disponible: Más de 20 disponibles
Añadir al carritoCondición: New.
Librería: Ria Christie Collections, Uxbridge, Reino Unido
EUR 84,74
Cantidad disponible: Más de 20 disponibles
Añadir al carritoCondición: New. In.
Idioma: Inglés
Publicado por Birkh�user 2012-07-31, 2012
ISBN 10: 3034898851 ISBN 13: 9783034898850
Librería: Chiron Media, Wallingford, Reino Unido
EUR 81,48
Cantidad disponible: 10 disponibles
Añadir al carritoPaperback. Condición: New.
Librería: GreatBookPricesUK, Woodford Green, Reino Unido
EUR 84,43
Cantidad disponible: Más de 20 disponibles
Añadir al carritoCondición: New.
Librería: Libreria sottomarina - Studio Bibliografico, ROMA, RM, Italia
EUR 58,00
Cantidad disponible: 1 disponibles
Añadir al carritobrossura. Condición: Perfetto (Mint). Book.
Librería: Rarewaves.com USA, London, LONDO, Reino Unido
EUR 103,01
Cantidad disponible: Más de 20 disponibles
Añadir al carritoPaperback. Condición: New. Softcover reprint of the original 1st ed. 1997.
Librería: Books Puddle, New York, NY, Estados Unidos de America
EUR 114,53
Cantidad disponible: 4 disponibles
Añadir al carritoCondición: New.
EUR 74,71
Cantidad disponible: Más de 20 disponibles
Añadir al carritoCondición: New.
EUR 123,85
Cantidad disponible: 2 disponibles
Añadir al carritoPaperback. Condición: Brand New. reprint edition. 143 pages. 9.50x6.75x0.50 inches. In Stock.
Idioma: Inglés
Publicado por Birkhäuser Basel, Birkhäuser, 2011
ISBN 10: 3034898851 ISBN 13: 9783034898850
Librería: AHA-BUCH GmbH, Einbeck, Alemania
EUR 85,59
Cantidad disponible: 1 disponibles
Añadir al carritoTaschenbuch. Condición: 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.
Librería: GreatBookPricesUK, Woodford Green, Reino Unido
EUR 150,97
Cantidad disponible: Más de 20 disponibles
Añadir al carritoCondición: As New. Unread book in perfect condition.
Librería: Mispah books, Redhill, SURRE, Reino Unido
EUR 141,47
Cantidad disponible: 1 disponibles
Añadir al carritoPaperback. Condición: Like New. Like New. book.
EUR 97,15
Cantidad disponible: Más de 20 disponibles
Añadir al carritoPaperback. Condición: New. Softcover reprint of the original 1st ed. 1997.
Librería: GreatBookPrices, Columbia, MD, Estados Unidos de America
EUR 173,09
Cantidad disponible: Más de 20 disponibles
Añadir al carritoCondición: As New. Unread book in perfect condition.
EUR 135,97
Cantidad disponible: 2 disponibles
Añadir al carritoCondición: Gut. Zustand: Gut | Sprache: Englisch | Produktart: Bücher | Keine Beschreibung verfügbar.
Librería: Brook Bookstore On Demand, Napoli, NA, Italia
EUR 70,24
Cantidad disponible: Más de 20 disponibles
Añadir al carritoCondición: new. Questo è un articolo print on demand.
Idioma: Inglés
Publicado por Birkhäuser Basel Sep 2011, 2011
ISBN 10: 3034898851 ISBN 13: 9783034898850
Librería: BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, Alemania
EUR 85,59
Cantidad disponible: 2 disponibles
Añadir al carritoTaschenbuch. Condición: 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.
Librería: Biblios, Frankfurt am main, HESSE, Alemania
EUR 110,62
Cantidad disponible: 4 disponibles
Añadir al carritoCondición: New. PRINT ON DEMAND.
Librería: Majestic Books, Hounslow, Reino Unido
EUR 117,52
Cantidad disponible: 4 disponibles
Añadir al carritoCondición: New. Print on Demand.
Idioma: Inglés
Publicado por Birkhäuser, Birkhäuser Sep 2011, 2011
ISBN 10: 3034898851 ISBN 13: 9783034898850
Librería: buchversandmimpf2000, Emtmannsberg, BAYE, Alemania
EUR 85,59
Cantidad disponible: 1 disponibles
Añadir al carritoTaschenbuch. Condición: Neu. This item is printed on demand - Print on Demand Titel. 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.Springer Nature c/o IBS, Benzstrasse 21, 48619 Heek 160 pp. Englisch.