The Random Response of a Single Degree of Freedom Generalized Maxwell Damping Structure

Wan Jie Zou; Chuan Gao Li; Yun Xia Zhang

doi:10.4028/www.scientific.net/AMM.744-746.1648

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 744-746The Random Response of a Single Degree of Freedom...

The Random Response of a Single Degree of Freedom Generalized Maxwell Damping Structure

Abstract:

Using the model of stationary white noise excitation, defining the exact analytic method of random response and nearer value of earthquake action about single degree of freedom generalized Maxwell damping, firstly transform the motion equation into standard form, with the Laplace transform and Inverse Laplace transform method, obtained the exact analytical formula of structural response, calculate the response variance by the complex modal method and frequency domain decomposition and make comparisons, The response variance decomposition for the first standard vibrator and second order of the standard vibrator, According to the corresponding relationship between maximum response of the second order vibrator and The design response spectrum, calculated the maximum response by it, base on the maximum response proportion of the first standard vibrator and second, obtained the design of the structural response values and its corresponding earthquake force.

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Periodical:

Applied Mechanics and Materials (Volumes 744-746)

Pages:

1648-1653

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.744-746.1648

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Online since:

March 2015

Authors:

Wan Jie Zou*, Chuan Gao Li, Yun Xia Zhang

Keywords:

Complex Modal, Frequency Domain Decomposition, Standard Vibrator

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