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Imperfection sensitivity in the buckling of single curvature concrete shells

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Imperfection sensitivity in the buckling of single curvature concrete shells

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Tomas, A.; Marti, P.; Tovar, JP. (2009). Imperfection sensitivity in the buckling of single curvature concrete shells. Symposium of the International Association for Shell and Spatial Structures. Editorial Universitat Politècnica de València. http://hdl.handle.net/10251/6788.

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Title: Imperfection sensitivity in the buckling of single curvature concrete shells
Author:
Editor: Domingo Cabo, Alberto Lázaro Fernández, Carlos Manuel
Issued date:
Abstract:
Depending on their geometry, supports, material and loads configuration, shells can experience a reduction in the buckling load. If this happens, the shell is said to be sensitive to imperfections. Several approximate ...[+]
Subjects: Imperfection sensitivity , Buckling , Concrete shell
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. 1713-1722
Type: Comunicación en congreso

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