ISBN: 9789024737536 - virtual principles in aircraft structures: 6-7 (mechanics of structural systems, 6-7) (3 resultados)

ISBN: 
Refinar con la Búsqueda avanzada

Filtrar la búsqueda

  • Libros (3)

a

Intervalo de precios personalizado (EUR)

a

  • Idioma: Inglés

    Editorial: Kluwer Academic Pub, 1989

    9024737532 / 9789024737536

    • Tapa dura

    Librería: Libreria sottomarina - Studio Bibliografico, ROMA, RM, ItaliaLibreria sottomarina - Studio Bibliografico

    Vendedor de 5 estrellas
    Contactar con el vendedor

    Condición: Usado

    EUR 94,00

    Envío por EUR 42,00 
    Se envía de Italia a Estados Unidos de America

    Cantidad disponible: 1 disponible

    rilegato. Condición: Perfetto (Mint). Book.

  • Idioma: Inglés

    Editorial: Springer, 1989

    9024737532 / 9789024737536

    • Tapa dura

    Librería: Anybook.com, Lincoln, Reino UnidoAnybook.com

    Vendedor de 5 estrellas
    Contactar con el vendedor

    Condición: Usado - Regular

    EUR 98,39

    Envío por EUR 41,34 
    Se envía de Reino Unido a Estados Unidos de America

    Cantidad disponible: 1 disponible

    Condición: Fair. Volumes 1 & 2. Hardback covers. Ex-library, With usual stamps and markings, In fair condition, suitable as a study copy. No dust jacket. Please note the Image in this listing is a stock photo and may not match the covers of the actual item,1650grams, ISBN:9024737532.

  • Idioma: Inglés

    Editorial: Springer, 1989

    9024737532 / 9789024737536

    • Tapa dura

    Librería: Buchpark, Trebbin, AlemaniaBuchpark

    Vendedor de 5 estrellas
    Contactar con el vendedor

    Condición: Usado - Bueno

    EUR 92,81

    Envío por EUR 105,00 
    Se envía de Alemania a Estados Unidos de America

    Cantidad disponible: 2 disponibles

    Condición: Gut. Zustand: Gut | Seiten: 695 | Sprache: Englisch | Produktart: Bücher | The basic partial differential equations for the stresses and displacements in clas­ sical three dimensional elasticity theory can be set up in three ways: (1) to solve for the displacements first and then the stresses; (2) to solve for the stresses first and then the displacements; and (3) to solve for both stresses and displacements simultaneously. These three methods are identified in the literature as (1) the displacement method, (2) the stress or force method, and (3) the combined or mixed method. Closed form solutions of the partial differential equations with their complicated boundary conditions for any of these three methods have been obtained only in special cases. In order to obtain solutions, various special methods have been developed to determine the stresses and displacements in structures. The equations have been reduced to two and one dimensional forms for plates, beams, and trusses. By neglecting the local effects at the edges and ends, satisfactory solutions can be obtained for many case~. The procedures for reducing the three dimensional equations to two and one dimensional equations are described in Chapter 1, Volume 1, where the various approximations are pointed out.…