Amazon cover image
Image from Amazon.com

Structural dynamics : fundamentals and advanced applications. Volume I / Alvar M. Kabe, Brian H. Sako.

By: Contributor(s): Material type: TextTextPublisher: London ; San Diego, CA : Academic Press, [2020]Description: 1 online resourceContent type:
  • text
Media type:
  • computer
Carrier type:
  • online resource
ISBN:
  • 0128216204
  • 9780128216200
Subject(s): Additional physical formats: Print version:: No titleDDC classification:
  • 624.1/71 23
Online resources:
Contents:
Front Cover -- Structural Dynamics Fundamentals and Advanced Applications -- Structural Dynamics Fundamentals and Advanced Applications -- Copyright -- Dedication -- Contents -- About the authors -- Preface -- 1 -- Structural dynamics -- 1. Introduction -- 1.1 Newton's laws of motion -- 1.1.1 Newton's First Law -- 1.1.2 Newton's Second Law -- 1.1.3 Newton's Third Law -- 1.2 Reference frames -- 1.3 Degrees of freedom -- 1.3.1 Newton's Second Law and rotational motion -- 1.4 Absolute and relative coordinates -- 1.5 Constraints -- 1.6 Distributed coordinates -- 1.7 Units
1.7.1 International System of Units -- 1.7.2 US Customary units -- Problems -- Problem 1.1 -- Solution 1.1 -- Problem 1.2 -- Solution 1.2 -- Problem 1.3 -- Solution 1.3 -- Problem 1.4 -- Solution 1.4 -- Problem 1.5 -- Solution 1.5 -- Problem 1.6 -- Solution 1.6 -- Problem 1.7 -- Solution 1.7 -- Problem 1.8 -- Solution 1.8 -- Problem 1.9 -- Solution 1.9 -- Problem 1.10 -- Solution 1.10 -- Problem 1.11 -- Solution 1.11 -- Problem 1.12 -- Solution 1.12 -- Problem 1.13 -- Solution 1.13 -- Problem 1.14 -- Solution 1.14 -- Problem 1.15 -- Solution 1.15 -- Problem 1.16 -- Solution 1.16 -- Problem 1.17
Solution 1.17 -- Problem 1.18 -- Solution 1.18 -- Problem 1.19 -- Solution 1.19 -- References -- 2 -- Single-degree-of-freedom systems -- 2. Introduction -- 2.1 Vibration -- 2.2 Rayleigh-energy -- 2.3 Vibration with viscous damping -- 2.3.1 Oscillatory damped vibration -- 2.3.2 Nonoscillatory damped vibration -- 2.4 Free vibration with Coulomb friction (damping) -- 2.5 Forced vibration -- 2.5.1 Harmonic excitation -- 2.5.1.1 Displacement quadrature and coincident responses -- 2.5.1.2 Acceleration quadrature and coincident responses -- 2.5.1.3 Frequency of peak response
2.5.1.4 Relationships between response quantities -- 2.5.1.5 Magnitude and phase of response -- 2.5.2 Sudden cessation of harmonic excitation -- 2.5.3 Beating -- 2.6 Base excitation -- 2.6.1 Base excitation equations of motion -- 2.6.2 Harmonic base excitation -- 2.6.3 Sudden cessation of harmonic excitation -- 2.7 Frequency sweep effects -- 2.7.1 Linear sweep -- 2.7.2 Octave sweep -- 2.7.3 Single-degree-of-freedom response -- Problems -- Problem 2.1 -- Solution 2.1 -- Problem 2.2 -- Solution 2.2 -- Problem 2.3 -- Solution 2.3 -- Problem 2.4 -- Solution 2.4 -- Problem 2.5 -- Solution 2.5
Problem 2.6 -- Solution 2.6 -- Problem 2.7 -- Solution 2.7 -- Problem 2.8 -- Solution 2.8 -- Problem 2.9 -- Solution 2.9 -- Problem 2.10 -- Solution 2.10 -- Problem 2.11 -- Solution 2.11 -- Problem 2.12 -- Solution 2.12 -- Problem 2.13 -- Solution 2.13 -- Problem 2.14 -- Solution 2.14 -- Problem 2.15 -- Solution 2.15 -- Problem 2.16 -- Solution 2.16 -- Problem 2.17 -- Solution 2.17 -- Problem 2.18 -- Solution 2.18 -- Problem 2.19 -- Solution 2.19 -- Problem 2.20 -- Solution 2.20 -- Problem 2.21 -- Solution 2.21 -- Appendix 2.1 L'Hôpital's Rule -- References
3 -- Transfer and frequency response functions
No physical items for this record

Includes bibliographical references and index.

Front Cover -- Structural Dynamics Fundamentals and Advanced Applications -- Structural Dynamics Fundamentals and Advanced Applications -- Copyright -- Dedication -- Contents -- About the authors -- Preface -- 1 -- Structural dynamics -- 1. Introduction -- 1.1 Newton's laws of motion -- 1.1.1 Newton's First Law -- 1.1.2 Newton's Second Law -- 1.1.3 Newton's Third Law -- 1.2 Reference frames -- 1.3 Degrees of freedom -- 1.3.1 Newton's Second Law and rotational motion -- 1.4 Absolute and relative coordinates -- 1.5 Constraints -- 1.6 Distributed coordinates -- 1.7 Units

1.7.1 International System of Units -- 1.7.2 US Customary units -- Problems -- Problem 1.1 -- Solution 1.1 -- Problem 1.2 -- Solution 1.2 -- Problem 1.3 -- Solution 1.3 -- Problem 1.4 -- Solution 1.4 -- Problem 1.5 -- Solution 1.5 -- Problem 1.6 -- Solution 1.6 -- Problem 1.7 -- Solution 1.7 -- Problem 1.8 -- Solution 1.8 -- Problem 1.9 -- Solution 1.9 -- Problem 1.10 -- Solution 1.10 -- Problem 1.11 -- Solution 1.11 -- Problem 1.12 -- Solution 1.12 -- Problem 1.13 -- Solution 1.13 -- Problem 1.14 -- Solution 1.14 -- Problem 1.15 -- Solution 1.15 -- Problem 1.16 -- Solution 1.16 -- Problem 1.17

Solution 1.17 -- Problem 1.18 -- Solution 1.18 -- Problem 1.19 -- Solution 1.19 -- References -- 2 -- Single-degree-of-freedom systems -- 2. Introduction -- 2.1 Vibration -- 2.2 Rayleigh-energy -- 2.3 Vibration with viscous damping -- 2.3.1 Oscillatory damped vibration -- 2.3.2 Nonoscillatory damped vibration -- 2.4 Free vibration with Coulomb friction (damping) -- 2.5 Forced vibration -- 2.5.1 Harmonic excitation -- 2.5.1.1 Displacement quadrature and coincident responses -- 2.5.1.2 Acceleration quadrature and coincident responses -- 2.5.1.3 Frequency of peak response

2.5.1.4 Relationships between response quantities -- 2.5.1.5 Magnitude and phase of response -- 2.5.2 Sudden cessation of harmonic excitation -- 2.5.3 Beating -- 2.6 Base excitation -- 2.6.1 Base excitation equations of motion -- 2.6.2 Harmonic base excitation -- 2.6.3 Sudden cessation of harmonic excitation -- 2.7 Frequency sweep effects -- 2.7.1 Linear sweep -- 2.7.2 Octave sweep -- 2.7.3 Single-degree-of-freedom response -- Problems -- Problem 2.1 -- Solution 2.1 -- Problem 2.2 -- Solution 2.2 -- Problem 2.3 -- Solution 2.3 -- Problem 2.4 -- Solution 2.4 -- Problem 2.5 -- Solution 2.5

Problem 2.6 -- Solution 2.6 -- Problem 2.7 -- Solution 2.7 -- Problem 2.8 -- Solution 2.8 -- Problem 2.9 -- Solution 2.9 -- Problem 2.10 -- Solution 2.10 -- Problem 2.11 -- Solution 2.11 -- Problem 2.12 -- Solution 2.12 -- Problem 2.13 -- Solution 2.13 -- Problem 2.14 -- Solution 2.14 -- Problem 2.15 -- Solution 2.15 -- Problem 2.16 -- Solution 2.16 -- Problem 2.17 -- Solution 2.17 -- Problem 2.18 -- Solution 2.18 -- Problem 2.19 -- Solution 2.19 -- Problem 2.20 -- Solution 2.20 -- Problem 2.21 -- Solution 2.21 -- Appendix 2.1 L'Hôpital's Rule -- References

3 -- Transfer and frequency response functions

Electronic reproduction. Ann Arbor, MI Available via World Wide Web.

Online resource; title from digital title page (viewed on December 07, 2020).

Powered by Koha