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Nonlinear analysis of carrying capacity of reinforced concrete smooth and ribbed shells under action of concentrated load

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Nonlinear analysis of carrying capacity of reinforced concrete smooth and ribbed shells under action of concentrated load

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Shugaev, VV. (2009). Nonlinear analysis of carrying capacity of reinforced concrete smooth and ribbed shells under action of concentrated load. Symposium of the International Association for Shell and Spatial Structures. Editorial Universitat Politècnica de València. http://hdl.handle.net/10251/6787.

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Título: Nonlinear analysis of carrying capacity of reinforced concrete smooth and ribbed shells under action of concentrated load
Autor:
Editor: Domingo Cabo, Alberto Lázaro Fernández, Carlos Manuel
Fecha difusión:
Resumen:
Reinforced concrete shells for industrial and civil buildings roofings should carry considerable value of concentrated loads of suspended transport, technological equipment, suspended ceiling and so on. In this paper ...[+]
Palabras clave: Carrying capacity , Smooth and ribbed shells , Concentrated load , Nonlinear analysis , Method of limit equilibrium , Local failure schemes , Reinforced concrete , Ultimate load , Deformed state , Plastic yield hinges , Model studies , Long-time load
Derechos de uso: Reserva de todos los derechos
ISBN: 978-84-8363-461-5
Fuente:
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.
Editorial:
Editorial Universitat Politècnica de València
Título del congreso: Symposium of the International Association for Shell and Spatial Structures
Lugar del congreso: Valencia
Fecha congreso: 2009
Descripción: p. 1700-1712
Tipo: Comunicación en congreso

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