ISBN: 9783330033344 - response of r.c. multi-story buildings under seismic loading (6 resultados)

ISBN: 
Refinar con la Búsqueda avanzada

Filtrar la búsqueda

  • Libros (6)

  • Nuevo (6)

a

Intervalo de precios personalizado (EUR)

a

  • Idioma: Inglés

    Editorial: LAP LAMBERT Academic Publishing, 2017

    3330033347 / 9783330033344

    • Tapa blanda

    Librería: Revaluation Books, Exeter, Reino UnidoRevaluation Books

    Vendedor de 5 estrellas
    Contactar con el vendedor

    Condición: Nuevo

    EUR 71,42

    Envío por EUR 11,96 
    Se envía de Reino Unido a Estados Unidos de America

    Cantidad disponible: 1 disponible

    Paperback. Condición: Brand New. 144 pages. 8.66x5.91x0.33 inches. In Stock.

  • Idioma: Inglés

    Editorial: LAP LAMBERT Academic Publishing, 2017

    3330033347 / 9783330033344

    • Tapa blanda

    Librería: Mispah books, Redhill, SURRE, Reino UnidoMispah books

    Vendedor de 4 estrellas
    Contactar con el vendedor

    Condición: Nuevo

    EUR 141,65

    Envío por EUR 29,90 
    Se envía de Reino Unido a Estados Unidos de America

    Cantidad disponible: 1 disponible

    paperback. Condición: New. NEW. SHIPS FROM MULTIPLE LOCATIONS. book.

  • Idioma: Inglés

    Editorial: LAP LAMBERT Academic Publishing Jan 2017, 2017

    3330033347 / 9783330033344

    • Tapa blanda
    • Impresión bajo demanda

    Librería: BuchWeltWeit Ludwig Meier e.K., Bergisch Gladbach, AlemaniaBuchWeltWeit Ludwig Meier e.K.

    Vendedor de 5 estrellas
    Contactar con el vendedor

    Condición: Nuevo

    EUR 55,90

    Envío por EUR 23,00 
    Se envía de Alemania a Estados Unidos de America

    Cantidad disponible: 2 disponibles

    Taschenbuch. Condición: Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -The easier and preferable method in designing a building to be scientifically accepted from the engineering part is that the design of that building can exceed the linear behavior and undergoes the nonlinear stage. This can be accomplished by using elastic-perfectly plastic assumption. By this way, the structural building severs some inelastic deformations after the restoring force has crossed the elastic limits (tension or compression) by which the building remains constant at the deformed shape but it can return to the elastic manner, if the vibrational motion reverses its direction of strike. Structural members undergo inelastic deformations when the steel reinforcement severe yielding stresses, and in case of unloading, the members return to obtain their full or particular elastic behavior and this depends on the reverse loading produces tensile or compressive yielding stresses. For this load application, the RCMS building can be represented to be subjected to a cyclic reversed loading. Through each one of the cyclic loading, the quantity of dissipated energy has a relationship with the area under the curve (hysteresis loop). 144 pp. Englisch.…

  • Idioma: Inglés

    Editorial: LAP LAMBERT Academic Publishing, 2017

    3330033347 / 9783330033344

    • Tapa blanda
    • Impresión bajo demanda

    Librería: moluna, Greven, Alemaniamoluna

    Vendedor de 5 estrellas
    Contactar con el vendedor

    Condición: Nuevo

    EUR 46,18

    Envío por EUR 48,99 
    Se envía de Alemania a Estados Unidos de America

    Cantidad disponible: Más de 20 disponibles

    Condición: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. Autor/Autorin: Edan Ahmed SalimAhmed S. Edan got his M.Sc. Degree in Civil Engineering (Structures) in 2015 from University of Baghdad,he is specialized in (R.C. Multi-Story Building Under Seismic Loading). Currently he is a faculty member of Civil.…

  • Idioma: Inglés

    Editorial: LAP LAMBERT Academic Publishing, 2017

    3330033347 / 9783330033344

    • Tapa blanda
    • Impresión bajo demanda

    Librería: AHA-BUCH GmbH, Einbeck, AlemaniaAHA-BUCH GmbH

    Vendedor de 5 estrellas
    Contactar con el vendedor

    Condición: Nuevo

    EUR 63,47

    Envío por EUR 35,00 
    Se envía de Alemania a Estados Unidos de America

    Cantidad disponible: 1 disponible

    Taschenbuch. Condición: Neu. nach der Bestellung gedruckt Neuware - Printed after ordering - The easier and preferable method in designing a building to be scientifically accepted from the engineering part is that the design of that building can exceed the linear behavior and undergoes the nonlinear stage. This can be accomplished by using elastic-perfectly plastic assumption. By this way, the structural building severs some inelastic deformations after the restoring force has crossed the elastic limits (tension or compression) by which the building remains constant at the deformed shape but it can return to the elastic manner, if the vibrational motion reverses its direction of strike. Structural members undergo inelastic deformations when the steel reinforcement severe yielding stresses, and in case of unloading, the members return to obtain their full or particular elastic behavior and this depends on the reverse loading produces tensile or compressive yielding stresses. For this load application, the RCMS building can be represented to be subjected to a cyclic reversed loading. Through each one of the cyclic loading, the quantity of dissipated energy has a relationship with the area under the curve (hysteresis loop).…

  • Idioma: Inglés

    Editorial: LAP LAMBERT Academic Publishing Jan 2017, 2017

    3330033347 / 9783330033344

    • Tapa blanda
    • Impresión bajo demanda

    Librería: buchversandmimpf2000, Emtmannsberg, BAYE, Alemaniabuchversandmimpf2000

    Vendedor de 5 estrellas
    Contactar con el vendedor

    Condición: Nuevo

    EUR 55,90

    Envío por EUR 60,00 
    Se envía de Alemania a Estados Unidos de America

    Cantidad disponible: 1 disponible

    Taschenbuch. Condición: Neu. This item is printed on demand - Print on Demand Titel. Neuware -The easier and preferable method in designing a building to be scientifically accepted from the engineering part is that the design of that building can exceed the linear behavior and undergoes the nonlinear stage. This can be accomplished by using elastic-perfectly plastic assumption. By this way, the structural building severs some inelastic deformations after the restoring force has crossed the elastic limits (tension or compression) by which the building remains constant at the deformed shape but it can return to the elastic manner, if the vibrational motion reverses its direction of strike. Structural members undergo inelastic deformations when the steel reinforcement severe yielding stresses, and in case of unloading, the members return to obtain their full or particular elastic behavior and this depends on the reverse loading produces tensile or compressive yielding stresses. For this load application, the RCMS building can be represented to be subjected to a cyclic reversed loading. Through each one of the cyclic loading, the quantity of dissipated energy has a relationship with the area under the curve (hysteresis loop).VDM Verlag, Dudweiler Landstraße 99, 66123 Saarbrücken 144 pp. Englisch.…