Design of Reinforcement in Concrete Shells: a unified Approach

Medwadowski, Stefan Jerzy and Samartín, Avelino (2004). Design of Reinforcement in Concrete Shells: a unified Approach. "Journal of the International Association for shell and spatial structures", v. 45 (n. 144); pp. 41-50. ISSN SN 1028-365X.

Description

Title: Design of Reinforcement in Concrete Shells: a unified Approach
Author/s:
  • Medwadowski, Stefan Jerzy
  • Samartín, Avelino
Item Type: Article
Título de Revista/Publicación: Journal of the International Association for shell and spatial structures
Date: 2004
ISSN: SN 1028-365X
Volume: 45
Subjects:
Freetext Keywords: Concrete Shells, design of reinforcement
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

The problem of design/verification of reinforcement in concrete shells is reviewed. Methods of analysis are classified, and the elastic-plastic approach is described in detail in the general case of shells subjected to both bending and membrane action. The procedure is then reduced to membrane shells (applicable also to concrete walls) and to pure bending, as in the case of plates. The procedure, which is based on previous research,generally requires the use of a desk-top computer.

More information

Item ID: 35577
DC Identifier: http://oa.upm.es/35577/
OAI Identifier: oai:oa.upm.es:35577
Official URL: http://www.iass-structures.org/index.cfm/journal.article?aID=284
Deposited by: Biblioteca ETSI Caminos
Deposited on: 15 Jun 2015 07:02
Last Modified: 15 Jun 2015 07:02
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