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Determination of Modal Properties of an Irregular 20-Story Concrete Shear Wall Building Read chapter Read first chapter

2015 | OriginalPaper | Chapter

54. Dynamic Characteristics of Double Layer Beam with Respect to Different Boundary Conditions

Authors : Jongsuh Lee, Semyung Wang, Jongnam Kim, Jaehu Ryu

Published in: Dynamics of Civil Structures, Volume 2

Publisher: Springer International Publishing

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Abstract

Beam is one of the most commonly used object to verify the vibration theory since its analytic solutions have been well derived. For a double layer beam case, however, there are difficulties to estimate dynamic behavior of the layered beam with the derived analytic solutions for a single layer beam. This study is regarding investigations of dynamic characteristic changes of double layer beams with respect to various boundary conditions.

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previous chapter Isolating a Scanning Electron Microscope from Chiller Unit Vibrations
next chapter Evaluation of an Automatic Selection Methodology of Model Parameters from Stability Diagrams on a Damage Building
Literature
1.
Fanson JL, Caughey TK (1990) Positive position feedback control for large space structure. AIAA 28:717–724CrossRef
2.
Kim S-M, Pietrzko S, Brennan M (2008) Active vibration isolation using an electrical damper or an electrical dynamic absorber. IEEE Trans Control Syst Technol 16:242–254
3.
Inman DJ (2001) Engineering vibration. Prentice-Hall, Englewood Cliffs
4.
Meirovitch L (2001) Fundamentals of vibrations. McGraw-Hill International Edition, Singapore
Metadata
Title
Dynamic Characteristics of Double Layer Beam with Respect to Different Boundary Conditions
Authors
Jongsuh Lee
Semyung Wang
Jongnam Kim
Jaehu Ryu
Copyright Year
2015
Book
Dynamics of Civil Structures, Volume 2

Print ISBN: 978-3-319-15247-9

Electronic ISBN: 978-3-319-15248-6

Copyright Year: 2015

DOI
https://doi.org/10.1007/978-3-319-15248-6_54

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