A consistent method of analysis of RC shell structures

Samartín, Avelino and Díaz Domínguez, Pedro Ignacio and García Palacios, Jaime (2006). A consistent method of analysis of RC shell structures. In: "IASS-APCS 2006", 16-19 de Octubre, 2006, Pekín (China). pp. 1-22.

Description

Title: A consistent method of analysis of RC shell structures
Author/s:
  • Samartín, Avelino
  • Díaz Domínguez, Pedro Ignacio
  • García Palacios, Jaime
Item Type: Presentation at Congress or Conference (Article)
Event Title: IASS-APCS 2006
Event Dates: 16-19 de Octubre, 2006
Event Location: Pekín (China)
Title of Book: Proceedings of the IASS-APCS 2006 International Symposium New Olympics. New Shell and Spatial Structures
Date: 2006
Subjects:
Freetext Keywords: Reinforced concrete design, shell structures, membrane and plate structures, nonlinear analysis
Faculty: E.T.S.I. Caminos, Canales y Puertos (UPM)
Department: Mecánica de Medios Continuos y Teoría de Estructuras
Creative Commons Licenses: Recognition - No derivative works - Non commercial

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Abstract

In this paper some topics related to the design of reinforced concrete (RC) shells are addressed. The influence of the reinforcement layout on the service and ultimate behavior of the shell structure is commented. The well established methodology for dimensioning and verifying RC sections of beam structures is extended. In this way it is possible to treat within a unified procedure the design and verification of RC two dimensional structures, in particular membrane and shell structures. Realistic design situations as multiple steel farnilies and non orthogonal reinforcement layout can be handled. Finally, some examples and applications of the proposed methodology are presented.

More information

Item ID: 41333
DC Identifier: http://oa.upm.es/41333/
OAI Identifier: oai:oa.upm.es:41333
Deposited by: Biblioteca ETSI Caminos
Deposited on: 15 Jun 2016 07:59
Last Modified: 15 Jun 2016 07:59
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