Based on the available references, the five-spring line element, the three-spring line element and the multiple vertical-line-element model are introduced to model special column, beam and shear-wall, the relevant stiffness matrixes are deduced and the restoring-force models are gaven to deep into the elasto-plastic seismic characteristics of the structure. Acording to the results of shaking table test and elastic finite element analysis, a new making model method is presented in which uses the linear and the nonlinear element and the assumption that the floor is infinitely rigid in different areas. This method can satisfactorily save much computer time in elasto-plastic analysis. Based on this method, a 3D nonlinear analysis model was made by using ANASYS finite element program.
为进一步研究这种复杂高层建筑结构的弹塑性性能，本文在国内外现有研究的基础上，提出利用五弹簧杆元、三弹簧杆元及多竖线单元模型分别模拟空间柱、梁和剪力墙，推导了相应的刚度矩阵并给出了恢复力模型；结合试验研究和精细有限元分析的结论，提出线性和非线性单元相结合，刚性楼板假定和弹性楼板相结合的建模方法，较好地解决了空间结构弹塑性分析中占用计算机资源较多的问题；接力大型有限元分析程序——ANSYS，在上述建模思路的指导下建立了结构的空间非线性分析模型，进行了空间三维弹塑性时程分析。
Based on the available references, the five-spring line element, the three-spring line element and the multiplevertical-line-element model are introduced to model special column, beam and shear-wall, the relevant stiffness matrixes are deduced and the restoring-force models are gaven to deep into the elasto-plastic seismic characteristics of the structure. Acording to the results of shaking table test and elastic finite element analysis, a new making model melhod is presented in which uses the linear and the nonlinear element and the assumption that the floor is infinitely rigid in different areas. This method can satisfactorily save much computer time in elasto-plastic analysis. Based on this method, a 3D nonlinear analysis model was made by using ANASYS finite element program.
为进一步研究这种复杂高层建筑结构的弹塑性性能，本文在国内外现有研究的基础上，提出利用五弹簧杆元、三弹簧杆元及多竖线单元模型分别模拟空间柱、梁和剪力墙，推导了相应的刚度矩阵并给出了恢复力模型；结合试验研究和精细有限元分析的结论，提出线性和非线性单元相结合，刚性楼板假定和弹性楼板相结合的建模方法，较好地解决了空间结构弹塑性分析中占用计算机资源较多的问题；接力大型有限元分析程序——ANSYS，在上述建模思路的指导下建立了结构的空间非线性分析模型，进行了空间三维弹塑性时程分析。
The experimental results of the two models of the brick house with arch floor whose rise to span ratio is 1/10 and 1/6 respectively are given in this paper, and then a mechanical model with clastic support for the whole model house is established, its displacement response is analyzed by using frequency response function method, a corresponding frequency response function is derived, and model stiffness parameter for different stages is discussed.
本文给出了矢跨比分别为1/10和1/6的两幢二层砖拱楼盖房屋模型的振动台试验结果。对整个模型房屋建立了弹性支承杆系力学模型，用频率响应法分析了模型的位移反应，导出了相应的频率响应函数，并对各阶段的模型刚度参数进行了讨论。
Based on the shaking table test, finite element analysis is applied to the structure, and the period, acceleration, displacement and torsion of the model under different seismic action are calculated Compared test with finite element analysis results, the exactitude and reliability of each other are verified. Based on comparison, further finite element analysis of the model is done, chiefly on the seismic reaction of the floor near the transfer floor and the loading of the components.
本文在振动台试验的基础上，对模型结构进行了有限元分析，计算了模型结构的周期和地震作用下的加速度、位移、和扭转等地震反应，将试验结果和有限元分析结果对比，验证了试验和有限元程序的准确性和可靠性，在对比的基础上，对模型结构进行了进一步的有限元分析，着重研究了转换层上下相邻层的地震反应和结构构件的受力情况。
A synthetic model of multi-level production planning and control integration is brought forward, which integrated Master Production Schedule, Material Requirements Planning, Shop Floor Control, order acceptance control, order release control and process control into a whole. Besides, a new method of production management—— Theory of Constraints is introduced into the traditional MRP, and a method to integrate TOC with MRP is put forward. As a result, a system of production planning management for ceramics enterprise is developed. Then several problems of shop planning and control for ceramics enterprise including the modeling of production line, the optimized utilization of kiln, the complement and due-date of products are discussed. A mathematical programming model of equalization production for ceramics production line is set up. An optimized model is put forward, which uses genetic algorithm to solve the sequencing problem of ceramics before the kiln.
以生产计划与控制的集成为目标，提出将一个企业中的主生产计划、物料需求计划、车间作业计划与接受订单控制、投料控制与生产控制集成的多级生产计划与控制的总体模型，将一种新的生产管理方法——约束理论引入传统的MRP中，提出了实现TOC和MRP集成的具体方法；针对陶瓷企业的特点，为重庆兆瓷研制了一套陶瓷企业生产计划管理系统；并对陶瓷企业车间计划与控制中的一些具体问题进行了研究，建立了陶瓷生产线均衡生产的数学规划模型，就窑炉的优化利用、产品配套和交货期问题、陶瓷生产线的能力平衡等问题进行了研究。
A U-type masonry model based on the real masonry structure was established for the experimental and theoretical study of the deformation and cracking behaviors at the top floor in masonry tier buildings with the influence of different vertical compression. The experimental results showed that the deformation increased with the increase of loads.
构建了能够反映实际情况的U型砌体结构实体研究模型，实时测定并分析了U型砌体结构实体模型在竖向荷载差作用下纵横墙的变形，以及裂缝的产生和发展行为。
In order to study the flexural rigidity of this new structure, a WFB cast-in situ hollow ribbed concrete floor model of 9m×9m size had been tested. The FEM software ANSYS was used to analyze the two FEM models, one of which whole considered the prefabricated concrete box filler's rigidity while the other didn't.
针对这种新型结构形式的抗弯刚度，进行了9m×9m的足尺模型静水加载试验；并通过有限元软件ANSYS分析了计入全部空心箱体刚度和不考虑空心箱体刚度的两种有限元模型。
The performance of floor-ground interaction is studied, and the effects on interaction performance caused by the floor and ground stiffness, the wall and upper floor stiffness, load distribution, and ground model, etc. are analyzed in detail. It is presented that floor and ground stiffness is the most important factor, and it is also very important to select a suitable ground model.
2对水池底板与地基共同作用性能进行了研究，详细分析了底板与地基刚度、池壁与上层板刚度、水池荷载分布及地基模型等因素对共同作用性能的影响，得出底板与地基刚度是影响共同作用性能的最关键因素，选择合理的地基模型至关重要。
Opposite in single game, refers to more technique problems, for example the server swarm structure, the network first floor communication model, the synchronous strategy of the game logic. The synchronous strategy of game played an important role in the network game.
相对于单机游戏，网络游戏涉及到更多的技术问题，比如网络底层通讯模型，游戏逻辑的同步策略、服务器群集技术等，其中游戏同步机制在网络游戏中有着至关重要的作用。
A simulation is carried out on the vibration response of truck cab floor to random road inputs. The modes of the cab are extracted by using Nastran software, and the rigid-elastic coupling model and multi rigid body model for cab are constructed, simulated and verified by tests. The spring stiffness and damping of the cab suspension are optimized by virtual DOE analysis, so the ride comfort of cab is markedly improved.
通过计算机仿真模拟了在路面随机输入下驾驶室底板的振动响应；利用Nastran软件对车身的有限元模型进行模态抽取，建立了刚弹耦合模型；对多刚体模型、刚弹耦合振动模型的计算结果与试验进行了对比，验证了模型的正确性；以驾驶室悬置的弹簧刚度、减振器阻尼为影响因素，通过虚拟DOE正交试验分析，显著改善了驾驶室的乘坐舒适性。
A body which he could nap curled narrow the gap, he repeated in the melody and lyrics dream, when the song fragments like sleepwalking泉涌as from the vocal cords, he would get up, stagger into the keyboard, like the night, such as melody written in musical notation or recorded into a model with...... have two years to meet composer Jay Chou, every song can get paid 20, 000 yuan, he veryLess noise to leave this on the seventh floor, the mediocre talent to concentrate on writing songs, the popular singers face.
一个可以让他蜷身小睡的狭小缝隙，他在这里反复梦到旋律和歌词，当曲子的片段像梦游的声带般泉涌而来，他就会起身，踉跄地走向键盘，把如夜景般的旋律写成乐谱或录成示范带……有两年之久，周杰伦依约作曲，每首歌可领酬劳2万元，他极少离开这七楼的隔音间，专心写歌给才华平平、脸蛋卖座的歌手演唱。
Finally, through testing and analyzing, the results show that the SVM regression model can calculate depth of coal seam floor`s mining fracture goodly, which can meet the requirement of designing.
最后进行了测试分析，测试结果说明采用SVM所建立的关系模型可以较好地根据各影响因素求取底板采动导水破坏带深度，获得的底板导水破坏带深度精度可靠、能够满足设计需要。
Model floor windows of a corner window insulation aluminum alloy, 20 mm wide selection of insulated aluminum alloy reach and warm side sealed system, the overall supply of good feng and food warming performance.
示范楼东侧内开窗采用隔热铝合金窗，选用20毫米宽隔热条铝合金型材及暖边密封系统，具有良好的窗扇的整体刚性和保温性能。
Study the result makes clear, content of Potassium of quick result of soil of area of high yield wet earth is 287.476gkg-1 on average, highest for 483.433gkg-1, lowest is 119.435gkg-1, bulbiform model is Potassium of edaphic quick result the optimal model that successional space distributings, its gold nugget is worth/floor sills value is 0.399, potassium of demonstrative soil quick result is changing the dimensional variability that Cheng has moderate strength inside the limits for 57.691 meters, the area of content discretion distributings more apparent, in the southeast of plot the ministry is mixed mid it is the area with its higher content, two content is inferior outstanding area show typical circle layer to distributing, increase by degrees by the content outside introversion, have stronger gradual change sex to distributing the rule.
探究结果表明，高产潮土区土壤速效钾含量平均为287.476gkg-1，最高为483.433gkg-1，最低为119.435gkg-1，球状模型是土壤速效钾连续性空间分布的最佳模型，其块金值/基台值为0.399，说明土壤速效钾在变程为57.691米的范围内具有中等强度的空间变异性，含量高低的区域分布比较明显，在地块东南部和中部为其含量较高的区域，含量较低的两个突出区域呈典型的圈层分布，由内向外含量递增，具有较强的渐变性分布规律。
But when I gave the display model a spin across the sales floor, I was disappointed.
但是，当我在销售楼层转了一圈，看了所有的陈列模型之后，我很失望。
On the basis of the thin plate theory, the cusp catastrophe model of water outburst at vertical shaft floor could be set.
在薄板理论的基础上，建立了立井井筒底板突水的突变模型。
The sudden change model of water outburst at vertical shaft floor of thin water-resisting layer.
薄隔水层井筒底板突水的突变模型。
Firstly, Digital Elevation Model of coal seam floor is built in this paper in order to realize 3D stratum visualization modeling.
并以此为基础，在OpenGL图形开发平台上开发了地层三维可视化软件系统。
The company introduced a set of unique management model and the development of ideas, focus on new product development input and strict product quality management, to lead a multi-layer solid wood floor of the Chinese revolution.
公司推行一整套独特的管理模式和发展思路，注重新品开发的投入和严格的产品质量管理，引领了中国多层实木地板的一场革命。
Highlight, on the first floor, is a scale model in plaster of a typical Cuban
840万古巴人，而全国总人数仅有1100万。