Synopsis
The analysis of thin shells of revolution in general has always occupied an important place in the theory of structures, and recently the problem of hyperbolic cooling towers has attracted many investigators due to the wide use of such shells in industry. Until the early 1960's these towers were of moderate size, probably not exceeding 76m (250ft) height. In this range, the structural safety and stability were not of primary concern because, the minimum wall thickness and reinforcement were sufficient to provide the required safety. It was not necessary to use very rigorous methods to analyse the problem. The analysis involved the following assumptions, i) flexural stresses were ignored (membrane tneory), ii) The geometry of the shell was assumed to be perfect and to be idealised as a set of straight sided conical frusta, and iii) The boundary conditions at the base were taken to be fixed or continuously hinged with full tangential restraint.
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Finite element analysis of hiperbolic cooling towers
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Springer Verlag, BERLINO, 1986
ISBN 10 : 3540167382
ISBN 13 : 9783540167389
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Etat : BUONO USATO. Lecture notes in engineering INGLESE Volume brossurato in cartoncino flessibile, dalla copertina leggermente annerita. Buonissimo lo stato di conservazione, pagine perfettamente tenute, ossidate da tonalità seppia, come i tagli, ricche di grafici, formule, figure e tabelle esplicative, nel testo. Volume n. XX ( 20 ) della collana. Numero pagine 216. N° de réf. du vendeur NCE7807
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Finite Element Analysis of Hyperbolic Cooling Towers. (= Lecture Notes in Engineering - Volume 20).
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Springer Berlin Heidelberg, 1986
ISBN 10 : 3540167382
ISBN 13 : 9783540167389
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216 pp. with a lot of figures, Aus der Präsenzbibliothek eines Institutes, daher außergewöhnlich gut erhalten! (From the reference library of an institute, therefore exceptionally well preserved!) 3540167382 Sprache: Englisch Gewicht in Gramm: 380 Groß 8°, Original-Karton Bibliotheks-Exemplar (ordnungsgemäß entwidmet) mit kleinem Rückenschild, Stempel auf Titel, insgesamt gutes und innen sauberes Exemplar, (library copy in good condition), N° de réf. du vendeur 120071
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Finite Element Analysis of Hyperbolic Cooling Towers (Lecture Notes in Engineering, 20)
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Finite Element Analysis of Hyperbolic Cooling Towers
Edité par
Springer Berlin Heidelberg Aug 1986, 1986
ISBN 10 : 3540167382
ISBN 13 : 9783540167389
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Taschenbuch. Etat : Neu. This item is printed on demand - it takes 3-4 days longer - Neuware -The analysis of thin shells of revolution in general has always occupied an important place in the theory of structures, and recently the problem of hyperbolic cooling towers has attracted many investigators due to the wide use of such shells in industry. Until the early 1960's these towers were of moderate size, probably not exceeding 76m (250ft) height. In this range, the structural safety and stability were not of primary concern because, the minimum wall thickness and reinforcement were sufficient to provide the required safety. It was not necessary to use very rigorous methods to analyse the problem. The analysis involved the following assumptions, i) flexural stresses were ignored (membrane tneory), ii) The geometry of the shell was assumed to be perfect and to be idealised as a set of straight sided conical frusta, and iii) The boundary conditions at the base were taken to be fixed or continuously hinged with full tangential restraint. 228 pp. Englisch. N° de réf. du vendeur 9783540167389
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Finite Element Analysis of Hyperbolic Cooling Towers
Edité par
Springer, 1986
ISBN 10 : 3540167382
ISBN 13 : 9783540167389
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Etat : Sehr gut. Zustand: Sehr gut | Sprache: Englisch | Produktart: Bücher | The analysis of thin shells of revolution in general has always occupied an important place in the theory of structures, and recently the problem of hyperbolic cooling towers has attracted many investigators due to the wide use of such shells in industry. Until the early 1960's these towers were of moderate size, probably not exceeding 76m (250ft) height. In this range, the structural safety and stability were not of primary concern because, the minimum wall thickness and reinforcement were sufficient to provide the required safety. It was not necessary to use very rigorous methods to analyse the problem. The analysis involved the following assumptions, i) flexural stresses were ignored (membrane tneory), ii) The geometry of the shell was assumed to be perfect and to be idealised as a set of straight sided conical frusta, and iii) The boundary conditions at the base were taken to be fixed or continuously hinged with full tangential restraint. N° de réf. du vendeur 22641787/202
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Finite Element Analysis of Hyperbolic Cooling Towers
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Springer Berlin Heidelberg, 1986
ISBN 10 : 3540167382
ISBN 13 : 9783540167389
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Etat : New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. The analysis of thin shells of revolution in general has always occupied an important place in the theory of structures, and recently the problem of hyperbolic cooling towers has attracted many investigators due to the wide use of such shells in industry. U. N° de réf. du vendeur 4883169
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Finite Element Analysis of Hyperbolic Cooling Towers (Lecture Notes in Engineering)
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Paperback. Etat : Brand New. 228 pages. 9.61x6.69x0.52 inches. In Stock. N° de réf. du vendeur x-3540167382
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Finite Element Analysis of Hyperbolic Cooling Towers
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Taschenbuch. Etat : Neu. Finite Element Analysis of Hyperbolic Cooling Towers | Seyyed Mohammed Niku | Taschenbuch | viii | Englisch | 1986 | Springer | EAN 9783540167389 | Verantwortliche Person für die EU: Springer Verlag GmbH, Tiergartenstr. 17, 69121 Heidelberg, juergen[dot]hartmann[at]springer[dot]com | Anbieter: preigu. N° de réf. du vendeur 102149745
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Finite Element Analysis of Hyperbolic Cooling Towers
Edité par
Springer, Springer Vieweg Aug 1986, 1986
ISBN 10 : 3540167382
ISBN 13 : 9783540167389
Neuf
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Vendeur : buchversandmimpf2000, Emtmannsberg, BAYE, Allemagne
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Taschenbuch. Etat : Neu. This item is printed on demand - Print on Demand Titel. Neuware -The analysis of thin shells of revolution in general has always occupied an important place in the theory of structures, and recently the problem of hyperbolic cooling towers has attracted many investigators due to the wide use of such shells in industry. Until the early 1960's these towers were of moderate size, probably not exceeding 76m (250ft) height. In this range, the structural safety and stability were not of primary concern because, the minimum wall thickness and reinforcement were sufficient to provide the required safety. It was not necessary to use very rigorous methods to analyse the problem. The analysis involved the following assumptions, i) flexural stresses were ignored (membrane tneory), ii) The geometry of the shell was assumed to be perfect and to be idealised as a set of straight sided conical frusta, and iii) The boundary conditions at the base were taken to be fixed or continuously hinged with full tangential restraint.Springer-Verlag KG, Sachsenplatz 4-6, 1201 Wien 228 pp. Englisch. N° de réf. du vendeur 9783540167389
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Finite Element Analysis of Hyperbolic Cooling Towers
Edité par
Springer, Springer Vieweg, 1986
ISBN 10 : 3540167382
ISBN 13 : 9783540167389
Neuf
Taschenbuch
Vendeur : AHA-BUCH GmbH, Einbeck, Allemagne
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Taschenbuch. Etat : Neu. Druck auf Anfrage Neuware - Printed after ordering - The analysis of thin shells of revolution in general has always occupied an important place in the theory of structures, and recently the problem of hyperbolic cooling towers has attracted many investigators due to the wide use of such shells in industry. Until the early 1960's these towers were of moderate size, probably not exceeding 76m (250ft) height. In this range, the structural safety and stability were not of primary concern because, the minimum wall thickness and reinforcement were sufficient to provide the required safety. It was not necessary to use very rigorous methods to analyse the problem. The analysis involved the following assumptions, i) flexural stresses were ignored (membrane tneory), ii) The geometry of the shell was assumed to be perfect and to be idealised as a set of straight sided conical frusta, and iii) The boundary conditions at the base were taken to be fixed or continuously hinged with full tangential restraint. N° de réf. du vendeur 9783540167389
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