Vibration of Continuous Systems

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9783540791102: Vibration of Continuous Systems

IN-DEPTH INFORMATION ON THE VIBRATIONS OF CONTINUOUS SYSTEMS

Written by experts in the field, Vibrations of Continuous Systems expalins the vibrational behavior of basic structural components and elements. Several real-world applications in various fields, including acoustics and aerospace, mechanical, civil, and biomedical engineering, are highlighted. The book includes the derivation of the governing equations of motion and emphasizes the interplay between mathematics and physical understanding. Challenging end-of-chapter problems reinforce the concepts presented in this detailed guide.

COVERAGE INCLUDES:

  • Transverse vibrations of strings
  • Longitudinal and torsional vibrations of bars
  • Beam vibrations
  • Membrane vibrations
  • Plate vibrations
  • Shell vibrations
  • Vibrations of three-dimensional bodies
  • Vibrations of composite continuous systems

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About the Author:

Arthur W. Leissa, Ph.D., is Professor Emeritus in the Mechanical Engineering Department at Ohio State University. He served as an Editor-in-Chief (1993-2008) of Applied Mechanics Reviews, the top international journal publishing review articles in applied mechanics.

Mohamad S. Qatu, Ph.D., is a professor of Mechanical Engineering at Mississippi State University. Prior to his academic career, he worked as a senior research fellow at Ford Motor Company, Dana Corporation, and Honda of America.

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Book Description Springer-Verlag Gmbh Mai 2008, 2008. Buch. Book Condition: Neu. 235x155x14 mm. Neuware - Many historically and artistically important masonry buildings of the world's architecturalheritageareindireneedofmaintenanceandrestoration.Inorder tooptimizesuchoperationsintermsofcost-e ectiveness,architecturalimpact andstatice ectiveness,accuratemodelsofthestructuralbehaviorofmasonry constructions are invaluable. The ultimate aim of such modeling is to obtain important information, such as the stress eld, and to estimate the extent of cracking and its evolution when the structure is subjected to variations in both boundary and loading conditions. Although masonry has been used in building for centuries, it is only - centlythatconstitutivemodelsandcalculationtechniqueshavebeenavailable that enable realistic description of the static behavior of structures made of this heterogeneous material whose response to tension is fundamentally d- ferent from that to compression. Important insights on the mechanical behavior of masonry arches and vaults come from as far back as Leonardo [10], Hooke [58], Poleni [92] and many other authors (see [47], [9] and [10] for detailed references). Castigliano, in his famous paper on the Mosca bridge [23], and Signorini, in his studies on masonry beams [97], [98], showed both the possibility and necessity of taking into account the weak tensile strength of masonry material. 164 pp. Englisch. Bookseller Inventory # 9783540791102

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Book Description Springer-Verlag Gmbh Mai 2008, 2008. Buch. Book Condition: Neu. 235x155x14 mm. Neuware - Many historically and artistically important masonry buildings of the world's architecturalheritageareindireneedofmaintenanceandrestoration.Inorder tooptimizesuchoperationsintermsofcost-e ectiveness,architecturalimpact andstatice ectiveness,accuratemodelsofthestructuralbehaviorofmasonry constructions are invaluable. The ultimate aim of such modeling is to obtain important information, such as the stress eld, and to estimate the extent of cracking and its evolution when the structure is subjected to variations in both boundary and loading conditions. Although masonry has been used in building for centuries, it is only - centlythatconstitutivemodelsandcalculationtechniqueshavebeenavailable that enable realistic description of the static behavior of structures made of this heterogeneous material whose response to tension is fundamentally d- ferent from that to compression. Important insights on the mechanical behavior of masonry arches and vaults come from as far back as Leonardo [10], Hooke [58], Poleni [92] and many other authors (see [47], [9] and [10] for detailed references). Castigliano, in his famous paper on the Mosca bridge [23], and Signorini, in his studies on masonry beams [97], [98], showed both the possibility and necessity of taking into account the weak tensile strength of masonry material. 164 pp. Englisch. Bookseller Inventory # 9783540791102

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