Hardcover. Zustand: Good. No Jacket. Pages can have notes/highlighting. Spine may show signs of wear. ~ ThriftBooks: Read More, Spend Less.
Anbieter: Ria Christie Collections, Uxbridge, Vereinigtes Königreich
EUR 164,11
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In den WarenkorbZustand: New. In.
Anbieter: Ria Christie Collections, Uxbridge, Vereinigtes Königreich
EUR 164,11
Anzahl: Mehr als 20 verfügbar
In den WarenkorbZustand: New. In.
EUR 180,10
Anzahl: Mehr als 20 verfügbar
In den WarenkorbZustand: New. The availability of computers has, in real terms, moved forward the practice of structural engineering. Where it was once enough to have any analysis given a complex configuration, the profession today is much more demanding. How engineers should be more de.
Anbieter: Revaluation Books, Exeter, Vereinigtes Königreich
EUR 232,57
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In den WarenkorbPaperback. Zustand: Brand New. 2nd ed. softcover of orig. ed. 2004 edition. 288 pages. 9.00x6.00x0.66 inches. In Stock.
Sprache: Englisch
Verlag: Kluwer Academic Publishers, 2003
ISBN 10: 1402016549 ISBN 13: 9781402016547
Anbieter: Kennys Bookstore, Olney, MD, USA
Zustand: New. This volume provides an extension of the methods of linear structural analysis to the case of geometrically nonlinear effects. Its importance derives from the theorem stating that "in the presence of pre-stress, geometrically nonlinear effects are of the same order as linear elastic effects". Num Pages: 288 pages, biography. BIC Classification: TGB; TNC. Category: (P) Professional & Vocational; (XV) Technical / Manuals. Dimension: 235 x 155 x 17. Weight in Grams: 1290. . 2003. 2nd ed. 2004. Hardback. . . . . Books ship from the US and Ireland.
Buch. Zustand: Neu. Neuware - The availability of computers has, in real terms, moved forward the practice of structural engineering. Where it was once enough to have any analysis given a complex configuration, the profession today is much more demanding. How engineers should be more demanding is the subject of this book. In terms of the theory of structures, the importance of geometric nonlinearities is explained by the theorem which states that 'In the presence of prestress, geometric nonlinearities are of the same order of magnitude as linear elastic effects in structures. ' This theorem implies that in most cases (in all cases of incremental analysis) geometric nonlinearities should be considered. And it is well known that problems of buckling, cable nets, fabric structures, . REQUIRE the inclusion of geometric nonlinearities. What is offered in the book which follows is a unified approach (for both discrete and continuous systems) to geometric nonlinearities which incidentally does not require a discussion of large strain. What makes this all work is perturbation theory. Let the equations of equilibrium for a system be written as where P represents the applied loads, F represents the member forces or stresses, and N represents the operator which describes system equilibrium.