Study on Seismic Dissipation Energy Based Nonlinear Single-Degree-of-Freedom Model

Wen Bo Bao; Guang Yang Xu; Yong Chen Li

doi:10.4028/www.scientific.net/AMM.405-408.2049

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 405-408Study on Seismic Dissipation Energy Based...

Study on Seismic Dissipation Energy Based Nonlinear Single-Degree-of-Freedom Model

Abstract:

Based on the energy-based design approach, variation of seismic dissipation energy with structural properties is investigated by using the SDOF model and the trilinear constitutive. The influence of structural ductility on hysteretic energy, damping energy, hysteretic energy ratio and damping energy ratio is investigated, and the evolution trend of hysteretic and damping energy spectra with ductility ratios and damping ratios is examined for structures subjected to the north south component of El Centro, the Imperial Valley, California earthquake of May 18, 1940.

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Periodical:

Applied Mechanics and Materials (Volumes 405-408)

Pages:

2049-2052

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.405-408.2049

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Online since:

September 2013

Authors:

Wen Bo Bao, Guang Yang Xu, Yong Chen Li

Keywords:

Damping Energy, Design Approach Based on Energy, Hysteretic Energy, SDOF System, Trilinear Model

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