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A conceptual approach to shell buckling with emphasis on reinforced concrete shells

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A conceptual approach to shell buckling with emphasis on reinforced concrete shells

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Mungan, I. (2009). A conceptual approach to shell buckling with emphasis on reinforced concrete shells. Symposium of the International Association for Shell and Spatial Structures. Editorial Universitat Politècnica de València. http://hdl.handle.net/10251/6464.

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Title: A conceptual approach to shell buckling with emphasis on reinforced concrete shells
Author:
Editor: Domingo Cabo, Alberto Lázaro Fernández, Carlos Manuel
Issued date:
Abstract:
Author's own experimental and theoretical researches on buckling of shells of revolution are summarized with special emphasis on the conceptual approach behind them. Effect of the biaxial stress states is depicted in form ...[+]
Subjects: Shell buckling , Buckling stresses , Cooling tower shells , Ring stiffeners , Effect of reinforced concrete nonlinearity
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. 39-50
Type: Comunicación en congreso

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