The experimental research on characteristics of visco - damping spring damper is introduced.
介绍了粘阻尼弹簧阻尼器特性的试验研究.
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As compared with other methods, visco - elastic measurement was andreliable inthe degree of co - vulcanization.
通过分析比较认为, 粘弹谱仪法是测定并用硫化胶两相交联程度的简便可大方法.
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Soil is modeled as visco elastoplastic with layered and analyzed by finite layer method in practice.
地基土体采用粘弹塑性流变本构模型,为适应地基实际的层状结构,采用有限层法分析;桩采用弹性杆有限元分析.
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The analysis of reinforced soil is regarded as two stages : viscoelastic stage and visco elastoplastic stage.
把加筋土体的分析看成黏弹性阶段和黏弹塑性两个阶段.
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