- -

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

RiuNet: Repositorio Institucional de la Universidad Politécnica de Valencia

Compartir/Enviar a

Citas

Estadísticas

  • Estadisticas de Uso

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

Mostrar el registro sencillo del ítem

Ficheros en el ítem

Thumbnail
Nombre: PAP_MUNGAN_39.pdf
Tamaño: 1.923Mb
Formato: PDF
Abrir
dc.contributor.author MUNGAN, Ihsan
dc.contributor.editor Domingo Cabo, Alberto es_ES
dc.contributor.editor Lázaro Fernández, Carlos Manuel es_ES
dc.date.accessioned 2009-11-25T08:28:42Z
dc.date.available 2009-11-25T08:28:42Z
dc.date.issued 2009-11-25T08:28:42Z
dc.identifier.isbn 978-84-8363-461-5
dc.identifier.uri http://hdl.handle.net/10251/6464
dc.description p. 39-50 en_EN
dc.description.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 of interaction diagrams. Design formulas based on these concepts and computations carried out for reinforced concrete hyperboloidal cooling tower shells allow the erection of very large and thin cooling towers which meanwhile have reached the 200m limit in height. en_EN
dc.language Inglés en_EN
dc.publisher Editorial Universitat Politècnica de València es_ES
dc.relation.ispartof 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 en_EN
dc.rights Reserva de todos los derechos en_EN
dc.subject Shell buckling en_EN
dc.subject Buckling stresses en_EN
dc.subject Cooling tower shells en_EN
dc.subject Ring stiffeners en_EN
dc.subject Effect of reinforced concrete nonlinearity en_EN
dc.title A conceptual approach to shell buckling with emphasis on reinforced concrete shells en_EN
dc.type Comunicación en congreso en_EN
dc.rights.accessRights Abierto es_ES
dc.description.bibliographicCitation Mungan, I. (2009). A conceptual approach to shell buckling with emphasis on reinforced concrete shells. Editorial Universitat Politècnica de València. http://hdl.handle.net/10251/6464 es_ES
dc.relation.conferencename Symposium of the International Association for Shell and Spatial Structures es_ES
dc.relation.conferencedate 2009 es_ES
dc.relation.conferenceplace Valencia es_ES


Este ítem aparece en la(s) siguiente(s) colección(ones)

Mostrar el registro sencillo del ítem