The analysis result on prestressed concrete slab - column structure in regular column layout is closed to that of actual situation . for slab - column structure of variable slab width , approximation is needed or is replaced by fem 等代框架法对规则板柱结构的分析比较接近真实情况，对板带宽度变化的板柱结构则需作近似或改用有限元法来计算。
( 4 ) introduce the methods of collecting and analyzing data for m & e . elaborate several usual methods of m & e : pra , pert / cpm , lfa , comparing method and integrated evaluation method . illustrate the comparing method ( 4 )介绍了监测过程中的数据收集与处理方法；阐述了常用的监测评价方法：参与式方法、网络方法、逻辑框架法、对比分析法和综合评价法，并举实例说明了对比分析法的应用。
Prestressed concrete slab - column structure has been widely used in long - span and multistory building . there are four commonly used analysis methods for slab - column structure , which are direct design method , equivalent frame method , plasticity method and finite element method 预应力混凝土板柱结构在大开间的多层及高层建筑中得到了广泛的应用，其设计方法有直接设计法、等代框架法、塑性分析法和有限元法等多种方法。
Four important methodologies - the methodology of logical framework approach , the methodology of statistics and forecast , the methodology of with and without comparison , and the decision - making tree - are being discussed , too . a comparison between eastern and western methodology of evaluation is also made 应用逻辑框架法、统计预测法、有无对比法和决策树，探讨了投资项目后评价的方法论，并对东西方的评价方法论进行了比较。
Its content is divided into the basic law of macro control and the police law of regional economy . the basic law of macro control is the basis of macro control of regional economy , which regulates the macro control and forms the system of macro mainly control 就区域经济宏观调控法律制度的内容而言，其可以作宏观调控基本法和区域经济政策法的划分：宏观调控基本法是区域经济宏观调控的基础法、框架法，是主要规范宏观调控行为，确立调控体制的法。
By using the calculating method of the flat - plate floor , the bend moments of the slab in different place are calculated . the moment distribution ratio between the column trip and the middle trip of the cast - in - place reinforced concrete hollow flat - plate floor calculated by the equivalent frame method is demonstrated . the moment of the cast - in - place reinforced concrete hollow flat - plate floor calculated by the experience coefficient method is also demonstrated 进而将无梁楼盖体系的计算方法应用于现浇空心板无梁楼盖中，通过对板格弯矩的分析，得出了现浇空心板无梁楼盖按等效框架法计算的板带弯矩分配比例系数，按经验系数法计算的板带弯矩设计值。
This paper presents the element stiffness matrix and equivalent node force of the variable cross - section bar . so the approximation in structural analysis is avoided , and the calculation capacity of equivalent frame method is also developed . this helped the engineers avoid the fem , which consume much time and is difficult to master 本文对板带宽度变化的板柱结构推导了变截面直杆单元的单元刚度矩阵和等效结点荷载列阵，避免了在结构分析时所作的近似，也扩大了等代框架法的计算范围，使工程技术人员免于使用占用机时、难于掌握的有限元分析法。
This thesis takes the resettlement action of zhuzhou hydropower junction as a project , and makes the use of the project management theory , the fundamental principal of project post - assessment and the sustainable development theory , and builds up the principals and standards of the resettlement , and analyzes the concrete content of post - assessing the resettlement project , and designs the sustainable post - assessment index body , and lists the computer formula of the quantitative index , and makes the use of ahp and lfa to post - assess the resettlement project . we obtain the conclusion that the sustainability of resettlement project is not in good state . in order to improve it , this thesis digs the passive elements , and supplies some suggestions to sustain the sustainable development of the resettlement project , such as increasing investment , carrying out the agriculture economy industry of resettlement district 本文将株洲航电枢纽工程移民工作看作成一个项目,运用项目管理和项目后评价的基本原理,结合可持续发展理论,建立了移民项目可持续后评价的原则和标准,分析了移民项目后评价的具体内容,设计了移民项目可持续后评价的指标体系,列出了定量化指标的计算公式,并探讨用层次分析法和逻辑框架法对移民项目的可持续进行后评价,后评价得出的结果表明株洲航电枢纽工程移民项目的可持续性处于次强状态,为增强该项目的可持续性,本文通过研究挖掘出影响该项目可持续性的负面因素,提出了一些保持移民项目可持续发展的对策和建议,例如增加移民安置的投入、实行移民安置区的农业经济产业化等等。
Except from the above achievements , the paper adopts two kinds of computational methods to analysis and compare , one is the spatial fem , the other is the cross direction supporting frame method . the results are present which the spatial fem can relatively accurately reflect stress of the practical structure , and which in spite of being convenient , the cross direction supporting frame method can lead to error while determining dimension of the cross bending str ess 另外，还针对该桥箱室较宽的特点，分别采用空间有限元模型和横向支承框架法两种计算方法对横向弯曲问题进行了分析研究。结果表明：空间有限元模型能够较准确地反映出实际结构截面的受力特点，计算所得的结果基本符合实际情况。
Meanwhile , basic functions of the holons and operation mode of the system are described . 2 . aimed at the problems on how to organize production planning information , an uml - xml integrated modeling method is established , in which an unified information model is constructed based on uml for users and an rough data model is described based on xml for realization . the approach eliminates information distortion 2 .采用基于uml - xml集成的方法对生产计划信息组织的问题进行了研究,即一方面面向用户建立了基于uml图形表示方法的统一信息模型,并辅以面向对象的框架法( frame )对实体作一般性说明;另一方面面向实现提出了采用xml技术对底层数据进行描述,以便实时地进行信息传递,消除传递过程中的信息扭曲现象。
