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Author: Jian Zhao
Publisher:
ISBN:
Category :
Languages : en
Pages : 570
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Book Description
Author: Jian Zhao
Publisher:
ISBN:
Category :
Languages : en
Pages : 570
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Book Description
Author:
Publisher:
ISBN:
Category : Dissertations, Academic
Languages : en
Pages : 858
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Book Description
Author:
Publisher:
ISBN:
Category : Buildings
Languages : en
Pages : 832
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Book Description
Author:
Publisher:
ISBN:
Category : Earthquake engineering
Languages : en
Pages : 700
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Book Description
Author: Gilberto Mosqueda
Publisher:
ISBN:
Category :
Languages : en
Pages : 472
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Book Description
Author: Y.X. Hu
Publisher: Routledge
ISBN: 1351453971
Category : Technology & Engineering
Languages : en
Pages : 500
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Book Description
This volume comprises papers presented at the China-US Millennium Symposium on Earthquake Engineering, held in Beijing, China, on November 8-11, 2000. This conference provides a forum for advancing the field of earthquake engineering through multi-lateral cooperation.
Author: Wei Song
Publisher: Frontiers Media SA
ISBN: 2889663809
Category : Technology & Engineering
Languages : en
Pages : 213
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Book Description
Author:
Publisher:
ISBN:
Category : Engineering
Languages : en
Pages : 532
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Book Description
Author: J. Humar
Publisher: CRC Press
ISBN: 0203112563
Category : Technology & Engineering
Languages : en
Pages : 1048
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Book Description
The book is an excellent text as well as a practical reference for civil, mechanical and aerospace engineers and has been identified as a work that is admirable in its lucidity and complete in itself. A unique feature of the text is its special emphasis on the application of numerical methods in the analysis of discrete systems. It provides coverage of both the traditional and state-of-the-art numerical techniques of response analysis, such as analysis by numerical integration of the equations of motion and analysis through frequency domain. A large number of solved examples and exercise problems add to clarity and reader comprehension.
Author: Alexander F. Vakakis
Publisher: Springer Science & Business Media
ISBN: 9401724520
Category : Science
Languages : en
Pages : 290
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Book Description
The nonlinear normal modes of a parametrically excited cantilever beam are constructed by directly applying the method of multiple scales to the governing integral-partial differential equation and associated boundary conditions. The effect of the inertia and curvature nonlin earities and the parametric excitation on the spatial distribution of the deflection is examined. The results are compared with those obtained by using a single-mode discretization. In the absence of linear viscous and quadratic damping, it is shown that there are nonlinear normal modes, as defined by Rosenberg, even in the presence of a principal parametric excitation. Furthermore, the nonlinear mode shape obtained with the direct approach is compared with that obtained with the discretization approach for some values of the excitation frequency. In the single-mode discretization, the spatial distribution of the deflection is assumed a priori to be given by the linear mode shape ¢n, which is parametrically excited, as Equation (41). Thus, the mode shape is not influenced by the nonlinear curvature and nonlinear damping. On the other hand, in the direct approach, the mode shape is not assumed a priori; the nonlinear effects modify the linear mode shape ¢n. Therefore, in the case of large-amplitude oscillations, the single-mode discretization may yield inaccurate mode shapes. References 1. Vakakis, A. F., Manevitch, L. I., Mikhlin, Y. v., Pilipchuk, V. N., and Zevin A. A., Nonnal Modes and Localization in Nonlinear Systems, Wiley, New York, 1996.
