1) slide foundation
滑移基础
1.
The computation model of the nonlinear interaction system of structure-slide foundation-soil is derived.
本文基于修改后的非线性Davidenkov动力模型，采用非线性有限元得到基础与土之间的滑移刚度，从而建立了结构－滑移基础－地基土相互作用体系。
2) basal plane slip
基础面滑移
4) base displacement
基础位移
1.
In this paper, the time analytical method of the earthquake response for the isolating structure is established on the base of the simple mode suggested by authors , and compute the response spectra of the supper structure acceleration and the base displacement.
在基础隔震系统实用简化模型基础上,建立了相应的结构地震反应时程分析方法,并进行了地震波下上部结构加速度反应谱及基础位移反应谱计算。
2.
The authors establish the time analytical method of the earthquake response for the isolating structure on base of the simple mode suggested by paper [1] and [2], and compute the response spectra of the supper structure acceleration and the base displacement.
本文在文[1][2]提出的基础隔震系统实用简化模型的基础上,建立相应的结构地震反应时程分析方法,并进行地震波作用下上部结构加速度反应谱及基础位移反应谱计算。
5) lubrication base oil
润滑基础油
1.
The suitable comprehensive evaluation standards used in examing the quality of lubrication base oil for aluminum foil rolling were established.
制定了一套适合工业检测铝箔轧制润滑基础油质量的综合评定标准,并对选用基础油的质量进行综合考评,以验证评定标准的实用性。
6) basal slip
基面滑移
补充资料：经济基础(见经济基础与上层建筑)
经济基础(见经济基础与上层建筑)
economical basis
J ingji Jiehu经济基础与上层建筑。(eeonomiealbasis)见经济基础
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条