Analysis Geometrically Nonlinear Structures by Levy Robert (28 results)

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  • Language: English

    Published by Springer, 2003

    1402016549 / 9781402016547

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  • Language: English

    Published by Kluwer Academic Publishers, New York, NY, 2003

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    Hardcover. Condition: new. Hardcover. 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. 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. Shipping may be from multiple locations in the US or from the UK, depending on stock availability.…

  • Language: English

    Published by Springer, 2010

    9048164389 / 9789048164387

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  • Language: English

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  • Language: English

    Published by Springer, 2010

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    Condition: New. In English.

  • Language: English

    Published by Springer, 2003

    1402016549 / 9781402016547

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  • Language: English

    Published by Springer, 2003

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    hardcover. Condition: New. In shrink wrap. Looks like an interesting title.

  • Language: English

    Published by Kluwer Academic Publishers, US, 2003

    1402016549 / 9781402016547

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    Hardback. Condition: New. Second Edition 2003. 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.…

  • Language: English

    Published by Kluwer Academic Publishers, 2003

    1402016549 / 9781402016547

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    Condition: 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. . . . .…

  • Language: English

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    Condition: New. pp. 292.

  • Language: English

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    Condition: New. pp. 292 2nd Edition.

  • Language: English

    Published by Springer, 1995

    0412996014 / 9780412996016

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    hardcover. Condition: Good. Good. Dust Jacket NOT present. CD WILL BE MISSING. . SHIPS FROM MULTIPLE LOCATIONS. book.

  • Language: English

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    Paperback. Condition: Brand New. 2nd ed. softcover of orig. ed. 2004 edition. 288 pages. 9.00x6.00x0.66 inches. In Stock.

  • Language: English

    Published by Kluwer Academic Publishers, New York, NY, 2003

    1402016549 / 9781402016547

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    Hardcover. Condition: new. Hardcover. 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. 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. Shipping may be from our Sydney, NSW warehouse or from our UK or US warehouse, depending on stock availability.…

  • Language: English

    Published by Kluwer Academic Publishers, 2003

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    Condition: 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.…

  • Language: English

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    1402016549 / 9781402016547

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    Hardback. Condition: New. Second Edition 2003. 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.…

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  • Language: English

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  • Language: English

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  • Language: English

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  • Language: English

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    Condition: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. 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.…

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    Gebunden. Condition: New. Dieser Artikel ist ein Print on Demand Artikel und wird nach Ihrer Bestellung fuer Sie gedruckt. 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.…

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    Published by Springer Dez 2010, 2010

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    Taschenbuch. Condition: Neu. This item is printed on demand - Print on Demand Titel. 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.Springer Nature Customer Service Center GmbH, Europaplatz 3, 69115 Heidelberg 292 pp. Englisch.…

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    Condition: New. Print on Demand pp. 292 49:B&W 6.14 x 9.21 in or 234 x 156 mm (Royal 8vo) Perfect Bound on White w/Gloss Lam.

  • Language: English

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    Condition: New. Print on Demand pp. 292 Illus.

  • Language: English

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    Condition: New. PRINT ON DEMAND pp. 292.

  • Language: English

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    Condition: New. PRINT ON DEMAND pp. 292.