Dialogic teaching has the following characteristics: consciousness of equality, sincere hearkening, multi - lateral interaction, constructive generation, and harmony with dissimilarities.
对话教学明显具有如下特点：平等意识、真诚倾听、多边互动、建构生成、和而不同。
In this paper, an inverse effect of lateral jet within lateral and main jet stream interaction was indicated on experiments.
本文在实验基础上，指出了侧向喷流与主流在相互作用中存在的负效应现象。
The paper puts forward a kind of calculating method for displacement, internal force and interaction of high-rise frame-shear wall structure under lateral load by using continuity method.
提出一种采用连续化方法对高层框架—剪力墙结构在侧向荷载作用下的位移、内力及相互作用的计算方法。
The interaction of two level parallel pipe jacking is analyzed; and the calculation of lateral disturbance scope is advanced.
对水平平行双线顶管之间的相互作用进行了分析，提出了横向扰动区范围的计算公式。
Effects of pile-to-pile interaction factors on the lateral seismic response of pile groups were analyzed.
并分析了桩与桩相互作用因子对群桩横向地震响应的影响。
On the basis of the interaction model between formation and rock bit, a lateral vibration dynamic model of the rock bit was established under the interaction between drilling string and rocks.
在建立牙轮钻头与井底岩石互作用模型的基础之上，建立了基于钻柱和岩石互作用下的牙轮钻头横向振动动力学模型。
With Substructural Analysis Method(SAM) and Windler foundation model of lateral reaction, an interaction analysis model of frame structure-pile foundation-soil under lateral load is established.
利用子结构分析方法和文克尔地基横向反力模型，建立了水平荷载下场高层框架结构。 桩基础-地基的共同作用分析模型。
The behavior of pile under lateral loads is a very complex process of pile-soil interaction.
桩在水平荷载作用下的受力性状是一个复杂的桩土相互作用过程。
Therefore, studies of behavior and interaction mechanism of pile foundation under cyclic lateral loading have important significance.
因此，研究水平循环荷载下桩土系统变形规律和相互作用机制具有重要的意义。
This paper describes a pile groups-soil-pile cap interaction model in the lateral loading and proposes a finite layer-finite element analysis for the single pile and groups pile.
本文研究了水平荷载下桩—土—承台共同作用的问题，对单桩和群桩分别进行了有限层—有限元分析。
At present, the researches on lateral-torsional coupling of asymmetric structures are not enough, especially the coupling problem considering soil-structure interaction.
目前，国内外对偏心结构地震反应的研究工作还不完善，尤其对考虑地基影响后偏心结构平扭耦联问题涉及更少。
At present, the researches on lateral-torsional coupling of asymmetric structures are not enough, especially the coupling problem considering soil-structure interaction.
目前，国内外对偏心结构地震反应的研究工作还不完善，尤其对考虑地基影响后偏心结构平扭耦联问题涉及更少。
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