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Behavior of R/C Cylindrical Panel Subjected to Combined Axial and Shear Loadings

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Behavior of R/C Cylindrical Panel Subjected to Combined Axial and Shear Loadings

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Hara, T. (2009). Behavior of R/C Cylindrical Panel Subjected to Combined Axial and Shear Loadings. Symposium of the International Association for Shell and Spatial Structures. Editorial Universitat Politècnica de València. http://hdl.handle.net/10251/6789.

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Title: Behavior of R/C Cylindrical Panel Subjected to Combined Axial and Shear Loadings
Author:
Editor: Domingo Cabo, Alberto Lázaro Fernández, Carlos Manuel
Issued date:
Abstract:
Reinforced concrete (R/C) cylindrical panels have been applied to the roof or the underground structures. Also, in constructing a high rise building, an R/C wall is often used to improve the lateral rigidity of the building ...[+]
Subjects: R/c panel , Cylindrical shell , Axial loading , Lateral shear , Combined loading , Fem procedure , Shell element
Copyrigths: Reserva de todos los derechos
ISBN: 978-84-8363-461-5
Source:
Symposium of the International Association for Shell and Spatial Structures (50th. 2009. Valencia). Evolution and Trends in Design, Analysis and Construction of Shell and Spatial Structures : Proceedings.
Publisher:
Editorial Universitat Politècnica de València
Conference name: Symposium of the International Association for Shell and Spatial Structures
Conference place: Valencia
Conference date: 2009
Description: p. 1722-1730
Type: Comunicación en congreso

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