A time-domain viscous damping model based on frequency-dependent damping ratios-Reference-Cited by-同舟云学术

A time-domain viscous damping model based on frequency-dependent damping ratios

Published:2000-12 Issue:8 Volume:19 Page:551-558
ISSN:0267-7261
Container-title:Soil Dynamics and Earthquake Engineering
language:en
Short-container-title:Soil Dynamics and Earthquake Engineering

Author:

Chang Der-Wen,Roesset J.M,Wen Chan-Hua

Publisher

Elsevier BV

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference20 articles.

1. The treatment of damping forces in vibration theory;Bishop;Journal of the Royal Aeronautical Society,1955

2. Two- and three-dimensional dynamic analyses;Christian,1977

3. Vibration damping;Nashif,1985

4. Vibration theory;Schmidt,1985

5. Roesset JM. A review of soil–structure interaction. Seismic Safety Margins Research Program Project III — Soil–Structure Interaction, Research Report No. UCRL-15262. Lawrence Livermore Laboratory, 1980.

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