structure-foundation-soil interaction

基本解釋

The nonlinear parameters of the complicated dynamic soil-box foundation-frame structure interaction system are inversed according to this nonlinear calculating model and this inversion method.
利用非線性計(jì)算模型和變量分離的非線性參數(shù)擬合法，實(shí)現(xiàn)了復(fù)雜的土-箱型基礎(chǔ)-框架結(jié)構(gòu)相互作用系統(tǒng)的非線性參數(shù)反演。
In structure-foundation-soil interaction analyses, it is very important to consider the structure stiffness with reasonable accuracy and to choose the appropriate model for the foundation soil.
在上部結(jié)構(gòu)與地基基礎(chǔ)的共同作用分析中，如何正確估計(jì)上部結(jié)構(gòu)的剛度和選擇合理的地基模型是很重要的。
This paper proposes a new model to analyse soil-foundation-structure interaction problems. The interface conditions between soil and foundation are consistently and concisely dealt with in the model.
本文提出了分析土-基礎(chǔ)-結(jié)構(gòu)共同作用問題的一種新的模型，使土-基礎(chǔ)介面條件得到了比較簡潔而且統(tǒng)一的處理，在IBM個(gè)人計(jì)算機(jī)上開發(fā)了相應(yīng)問題的分析程序。

共同作用
Structure-Foundation-Soil interaction is a research subject for decades. It includes many subjects such as structural engineering and rock and soil engineering.
上部結(jié)構(gòu)-地基-基礎(chǔ)共同作用分析是涉及結(jié)構(gòu)工程、巖土工程等眾多學(xué)科的課題。