本文计算了高分子中电子-声子相互作用所引起的激发阻尼，它随激发态而变化。
The damping of excited states that we depict in this paper due to electron-phonon interaction of polymer varies with the excited states.
提出了一种抑制桥板扭转振动的调频液体阻尼器(TLCD)模型，建立了TLCD与桥板相互作用的运动方程。
A theoretical model of tuned liquid column damper (TLCD) for suppressing torsional vibration of bridge decks is developed in the paper. The TLCD-bridge deck interactive equations are formulated.
运用复模态理论对考虑海洋平台结构与流体相互作用而引起的非经典阻尼问题进行了理论分析。
Theoretical analysis was conducted for the dynamic equation problem of non-classical damp of offshore platform structure under stochastic wave load.
低应变条件下桩土相互作用的阻尼系数是基桩缺陷量化分析的一个关键参数。
The pile-soil interaction-damping coefficient with low strain is a key parameter to quantitatively analyze defects of piles.
结果表明，桩土相互作用阻尼系数随着桩周土应力增大而增大，而且还与土质和土体的含水状态有关。
It was shown that damping coefficient increased with increasing stress of soil around pile and was influenced by soil property and water content.
结果表明，桩土相互作用阻尼系数随着桩周土应力增大而增大，而且还与土质和土体的含水状态有关。
It was shown that damping coefficient increased with increasing stress of soil around pile and was influenced by soil property and water content.
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