This article established static state model of the two - formation - type sandstone and conglomerate reservoir fluid units by using the multi - subject theories , information and techniques , and reveals the geometrical configuration , special distribution and the oil - gas enrichment laws of the sandstone and conglomerate reservoir fluid units 应用多学科的理论、信息和技术建立两种成因类型砂砾岩流动单元静态模型(包括单井、剖面、平面模型) ，揭示了砂砾岩流动单元的几何形态、空间展布和油气富集规律。
Secondly , the author assumes material is elastic , separately adopts planar model and spatial model of the 6 - 12 - 18 - storey spatial concrete frames reckons in shear deformation and axial deformation and contrastingly analyzes lateral displacement of the frames under taft . e1 - centro and tianjfn seismic wave considering geometric non - linear effect or not in order to find out the rule about geometric non - linear effect on earthquake - resistant behavior of multi - storey and highrise concrete frame structure under strong - motion earthquake . simultaneously , the author weighs the effect of spatial self - bracing function on structural analysis by contrasting lateral displacement between planar model and spatial model of the frames 其次，作者在弹性材料假定下，对六层、十二层、十八层空间混凝土框架，分别取其空间模型和平面模型，计入剪切变形、轴向变形的影响，按考虑几何非线性因素与否，分别在taft 、 e1 ? centro及天津地震波作用下，作以对比分析，以找出几何非线性效应对多高层混凝土框架结构在强震作用下抗震性能的影响的规律；同时，对平面模型与空间模型之间的空间相互作用，均以其几何非线性情况下的位移反应作对比分析，来衡量空间相互作用对结构分析的影响。
The thesis is based on the analysis of today ' s twin - bore tunnel research results . combined with the great scientific research project which name is the integrated construction research on the twin - bore tunnel , the 2d modeling tests are experimented in lab on ground of the three being constructed tunnels that are in the second phase of jinhua - lishui - wenzhou highway road . a geometric scale of 1 : 20 is adopted on the model in these tests 本文在综合分析当前连拱隧道发展的基础上，依托地下工程系在研的重大科研项目《连拱公路隧道综合修建技术研究》 ，以金(华)丽(水)温(州)高速公路二期工程三座在建的隧道为实际背景，进行了室内的平面模型试验。
3 . the paper analyses similarly the effect of foundation deformation using planar - analysis method which is usually adopted practically , and points out the diffenrence by contrasting the results of spacial model and those of planar model , and analyses main structural member which play a important role in different foundation deformations . 4 利用实践中通常采用的平面分析方法对地基变形作用效应进行了类似的分析，并通过对比空间、平面模型的分析结果，指出两者存在的差异，并分析了在不同地基变形作用下发挥主要空间作用的构件。
The file containing information of the scene is defined as the interface between the modeling application and rendering application . the interface gives two types of saving template , providing a discriminating standard for the rendering of plane models and nurbs models that coexist in the rendering application 该系统以存储模型信息的文件作为模型建立程序和场景着色程序之间的接口，在接口文件中，定义了两种类型的存储模板，即用多边形集描述平面模型，用nurbs描述曲面模型。
A finite element model is developed in this paper . in the model , the effects of slip between concrete slabs and steel beams and the behavior of semi - rigid for beam - to - column connection are considered . taking the full advantage of the available test and research 本文发展了一个钢-混凝土组合节点的有限元模型，该模型考虑了混凝土板与型钢梁之间相对滑移与梁柱之间半刚接对节点受力性能造成的影响，并充分利用现有的节点试验与理论分析成果，将半刚性钢-混凝土组合节点简化为一个二维平面模型。
