At present , using grid browsers has not been universal yet , so we have to use distributed architecture to simulate the idea of unit control and trusteeship completely in the platform 由于现在网格浏览器还不具备通用性，因此计算平台要实现统一控制和完全托管的思想就只能先由分布式结构模拟。
In the early time , the instruments equipped on automobile were displayed through mechanism . they have low precision , slow response , little information , and many other shortcomings 早期,汽车上装备的仪表均是通过机械结构模拟显示,它们存在精度低、响应慢、显示信息量少、信息显示方式单一等缺点。
Basing on the feature of the structure member , the structure is simplified to a 3 - d model consist of space beams and plates , so we can make static and response spectrum dynamic analysis on the finite - element models 根据该结构各构件的受力特征，将整个结构模拟为空间梁、板单元的三维整体计算模型，并对有限元分析模型进行静力和反应谱法的动力分析。
In order to understand some of the mechanisms of dna damage related to cell killing and their dependence on radiation quality , the yields of single track lethal events are compared with the estimated yields of different classes of complex dna lesions calculated by a fast monte carlo methods 在径迹结构模拟的基础上，计算并分析了dna损伤谱，同时把径迹结构得到的损伤谱与细胞存活联系起来，初步在分子水平上理解了细胞失活或存活的机制。
In this paper , starting form the view of emulating human ( control expert ' s ) macrostructure and behavior functions , basing on the theory called human simulating intelligent control ( hsic ) and the method of analyzed phase - plane , the author proposes a new human simulating intelligent control ' s method with its parameters that have the ability of self - leaning and self - tuning online 该论文从对人（控制专家）宏观结构模拟和行为功能模拟的观点出发，在已有的仿人智能控制算法和相平面的分析方法基础上，提出了一种新的参数在线自校正的仿人智能控制算法。
The characteristics of sa and ga are analyzed intensively , which involves search mode , the mathematical analysis and experimental aspects of the underlying processes in the algorithms , convergence discussion and detailed operation procedures . then the modified versions are presented . these new algorithms are mossa ( multiple operation structure sa ) , nga ( normalized ga ) and hga ( hybrid ga ) 在以上分析研究基础上，结合水声信号处理的特殊性，在第四章提出了多操作结构模拟退火算法( mossa ) ；第六章提出了改进的ga算法，如归一化遗传算法( nga ) ，变结构遗传算法和混合式优化算法等，并对其进行了基本性能分析评估。
The integrated analysis and valuation of the sight character in hubin has been performed from the following aspects inclusive of landscape spacial web structure , spacial status and element detailed character with the forementioned method and graphic expression tools . 3 ) the historical evolvement of the whole landscape around the lake has been analyzed according to the system integration theory of landscape ecology . the whole characteristic of the traditional landscape around the lake has been researched from the three aspects as follows : variety of the landscape ; spacial interaction and continuation ; consistency as a whole , then the special skeleton of traditional landscape around the lake is discovered and the scientific foundation of landscape protection and control for the urban planning of traditional block is established 首先，本文对于湖滨街区的现存景观状况、历史文脉、居民生活环境质量做了大量调查与评价，并对居民对于现行规划成果的评价以及对于未来景观发展的看法做了深入的调查；第二，根据国际上关于城市景观特质保护的最新研究思想，结合中国文化的特点，创新性地提出了传统景观特质的场所文脉评价方法，采用几何结构模拟的图示解剖手段，从景观空间网络结构、景观空间形态、景观元素细部特征等多方面对湖滨地区的景观特质进行了整体分析评价；第三，根据景观生态学的系统整体性理论，分析了整个环湖地区景观历史演变发展，并且从景观多样性、空间渗透、延续性与整体一致性三方面研究了环湖地区传统景观的整体特征，找到了环湖地区传统景观的独特脉络，为传统街区的更新规划找到了景观保护与控制管理的科学依据。
In the paper , construction controlling on long span bridge both domestic and abroad was reviewed and it ' s status is analyzed at first , then the theory , method and contributing factor of bridge construction controlling was recommended ; at last the analysis and accounting method of structure modeling , to be considered in structure analyzing , function of the software " ansys " and the method in which the " ansys " was used to analysis and account the bridge construction process were discussed in - details 本文首先回顾了国内外大跨度桥梁施工控制的历史，分析了国内外桥梁施工控制的现状；然后介绍了桥梁施工控制理论、方法以及影响桥梁施工控制的各项因素；接着深入讨论了桥梁施工控制过程中的结构模拟计算分析方法以及结构分析中需考虑的有关问题、通用大型分析软件ansys的功能以及应用ansys对桥梁施工过程进行模拟分析计算的方法。
According to the demand of 《 code for seismic design of building 》 ( gb50011 - 2001 ) , furthermore , based on the experimental study of two 1 / 15 reduced - scale shear wall models under low frequency cyclic and reversed lateral loads , the interacting behavior of the r . c frame column and the shear wall is studied , the failure mechanism and energy dissipation mechanism of moderate and tall shear wall with r . c frame column are compared , the seismic behavior is evaluated by the comparison of strength , stiffness , ductility , restoring force characteristics as well as energy consumption ability . it was showed by the experimental results that the earthquake resistant energy dissipation ability of the shear wall with frame column is satisfactory 因此，为了探讨这类剪力墙结构的抗震性能，本文以我国现行《建筑抗震设计规范》 ( gb50011 - 2001 )的要求为基础，通过1 15的缩尺比，将一纵向框架一剪力墙原型结构中的剪力墙结构模拟为一个试验模型并对其进行了伪静力加载试验，研究了墙板与边框柱的共同工作性能，分析了带边框柱中高剪力墙的受力特点、破坏及耗能机理，并从承载力、刚度、变形、延性及恢复力特性等方面综合评价了其抗震性能，得出了一些有益的设计理念和方法。
The seismic behavior of longitudinal middling - high r . c shear wall with frame column is discussed through model experimentations and finite element methods in this paper , after taking frame - shear wall structure of a main factory building of the large capacity power plant as experimentative prototype . the major work as follow : in order to appliance pseudo static test , the longitudinal middling - high r . c shear wall with frame column in the large capacity power plant ' s main factory building has been simulated to a model structure with 1 / 15 reduced - scale . the contents of study are process of cracking , course of damage , skeleton curve , rigidity degradation , ductility characteristic etc . that the seismic behavior of this kind of middling - high r . c shear wall is excellent has been proved by chubby hysteretic curve and fine capacity of energy dissipation 本文以某大型火电厂主厂房纵向框架一剪力墙结构为原型，通过模型试验和有限元分析，研究了纵向带边框柱中高剪力墙结构的抗震性能问题，主要内容有：选用1 15缩尺比把某大型火电厂主厂房纵向带边框柱剪力墙原型结构模拟为一个模型结构，并进行了伪静力试验，研究了这类纵向带边框柱中高剪力墙结构的开裂与破坏过程、骨架曲线、刚度退化、延性性能等问题，试验滞回曲线饱满，消能能力强，说明此类中高剪力墙的抗震性能较好。
