Analysis, reliability and optimization of reinforced concrete 2-D structures


Autoria(s): Samartín, Avelino; Díaz Domínguez, Pedro Ignacio; García Palacios, Jaime
Data(s)

2007

Resumo

In this paper a consistent analysis of reinforced concrete (RC) two-dimensional (2-D) structures,namely slab structures subjected to in-plane and out-plane forces, is presented. By using this method of analysis the well established methodology for dimensioning and verifying RC sections of beam structures is extended to 2-D structures. The validity of the proposed analysis results is checked by comparing them with some published experimental test results. Several examples show some of these proposed analysis features, such as the influence of the reinforcement layout on the service and ultimate behavior of a slab structure and the non straightforward problem of the optimal dimension at a slab point subjected to several loading cases. Also, in these examples, the method applications to design situations as multiple steel families and non orthogonal reinforcement layout are commented.

Formato

application/pdf

Identificador

http://oa.upm.es/41147/

Idioma(s)

eng

Publicador

E.T.S.I. Caminos, Canales y Puertos (UPM)

Relação

http://oa.upm.es/41147/1/SAMARTIN_196.pdf

Direitos

http://creativecommons.org/licenses/by-nc-nd/3.0/es/

info:eu-repo/semantics/openAccess

Fonte

Proceedings of the IASS 2007. Shell and Spatial Structures. Structural Architecture: Towards the future looking to the past | IASS 2007. Shell and Spatial Structures. Structural Architecture: Towards the future looking to the past | 3-6 de Diciembre, 2007 | Venecia (Italia)

Palavras-Chave #Ingeniería Civil y de la Construcción #Mecánica
Tipo

info:eu-repo/semantics/conferenceObject

Ponencia en Congreso o Jornada

PeerReviewed