9783540167389 - Finite Element Analysis of Hyperbolic Cooling Towers (Lecture Notes in Engineering, 20, Band 20) von Niku, Seyyed Mohammed (7 Ergebnisse)

Zustand: 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.

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),

Zustand: New. In.

Paperback. Zustand: Brand New. 228 pages. 9.61x6.69x0.52 inches. In Stock.

Taschenbuch. Zustand: 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.

Zustand: 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.

Taschenbuch. Zustand: 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.