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框架法
相关语句
  frame method
     An Equivalent Plane Frame Method for Analysis of Framed Tube Structures in Tall Buildings
     分析高层建筑框筒结构的等效平面框架法
短句来源
     Based on equivalent frame method,calculation method of the deflection in cellular voided flat slab and calculation formulae of the stiffness are proposed,and embedded fillers in the slab are introduced.
     根据等代框架法的基本原理,提出了蜂窝式空心无梁楼盖板的挠度计算方法,给出了这种空心无梁楼盖板刚度的计算公式,并介绍了这种空心无梁楼盖板使用的埋入式内模。
短句来源
     Analysis of Coupled Shear Walls by Simplified Frame Method
     用简化框架法分析并联剪力墙的内力
短句来源
     Logical frame method is to test project effect and function through vertically logical relations and to appraise the resources and the achievement through horizontally logical relations.
     逻辑框架法是通过垂直逻辑关系检验项目的效果和作用,通过水平逻辑关系对资源和成果进行说明和评价。
短句来源
     This article introduces emphatically the target system, step and methodof social evaluation of hydraulic engineering after evaluations, and made socialevaluation of Northern Canal Comprehensive Program as the instance by usingstatistics forecast method, logical frame method, benefit community analysismethod, hierarchy analysis method and fuzzy index synthetic evaluation method.
     本文着重介绍水利工程后评价的社会评价指标体系、评价步骤和方法,以北运河综合治理项目社会评价为实例,运用统计预测法、逻辑框架法、利益群体分析法、层次分析法和模糊指数综合评价法,对项目进行社会后评价。
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  “框架法”译为未确定词的双语例句
     The information models are developed by frame. One method of information input is realized by the integrating of CAD and CAPP, the other is by man machine interface.
     信息模型的建立是用框架法表示的 ,输入途径一条是通过CAD与CAPP集成实现信息的自动获取 ,另一条是通过人机交互界面实现信息输入。
短句来源
     Problem domain model of boiler thermodynamic calculation system based on application frameworks
     应用框架法的锅炉热力计算系统问题域模型
短句来源
     Application of Logic Frame in Post Evaluation of Government Investment Project
     逻辑框架法在政府投资项目后评价中的应用
短句来源
     (5) Studied the methods to calculate the indicators, compute the indicators weight and standardize the indicators. Discussed the three main methods applied in the construction project sustainability post evaluation which are Logic Framework Approach(LFA),Analytic Hierarchy Process (AHP) and Fuzzy Comprehensive
     (5)完成了建设项目可持续性后评价指标权重的确定方法、指标值的标准化方法以及评价指标值的计算方法的研究,重点探讨了逻辑框架法(LFA)、层次分析法以及模糊综合评价法在建设项目可持续性后评价中的应用。 (6)总结本文的研究成果,提出尚待完善和补充的地方。
短句来源
     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.
     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;
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  相似匹配句对
     Ultimate Load Carrying Capacity of Planar Steel Frames by Column Deflection Curve Method
     钢框架计算的CDC
短句来源
     With the method of frame,designed the knowledge base.
     采用框架实现知识库的设计;
短句来源
     SPLIT-PHASE METHOD
     分相
短句来源
     However, the essential content of law has its own form which is the inner structural character.
     的权威性;
短句来源
     Then,article also explains Struts' theory and every component.
     —Struts框架
短句来源
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  frame method
The proposed method is a further development of the discrete vortex frame method that allows one to model a flow past bodies and the evolution of a vortex wake behind them in the framework of an ideal incompressible fluid model.
      
A new ordering method is proposed for automated theorem proving of differential geometry, by which Cartan's moving frame method can be combined with Wu's elimination principle.
      
In this paper, the existence of a global tangent frame on every oriented and connected smooth 3-manifold will be used to develop a global frame method in 3-dimensional geometry and topology.
      
In this paper the concrete forms of dynamical equations for finite deformable polar elastic media of Boussinesq type, Kirchhoff type, Signorini type and Novozhilov type with the help of the anholonomic physical frame method are derived.
      
We show in this paper that the Frame method for the characteristic polynomial of a matrix is extremely useful and can be applied to graphs containing large numbers of vertices.
      
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In deducing the differential equation of the box girder contortion (distortion)[1] we take the shear angle r(z) as the unknown and adopt the plate girder frame method to make the deduction. But the involved process of deriving the formula is comparatively lengthy and tedious. To begin with, we derive them by taking the contortion (distortion) deflection as the unknown, Then we base on the closed thin wall stanchion theory and the energy method, we converse them into the differential equation of r(z). The physical...

In deducing the differential equation of the box girder contortion (distortion)[1] we take the shear angle r(z) as the unknown and adopt the plate girder frame method to make the deduction. But the involved process of deriving the formula is comparatively lengthy and tedious. To begin with, we derive them by taking the contortion (distortion) deflection as the unknown, Then we base on the closed thin wall stanchion theory and the energy method, we converse them into the differential equation of r(z). The physical concept is clear and the deduction process is concise. Finally we get the solution of w. By making use of Steinle formula, we deduce the analytical expression of the contorted double moment.

箱梁歪扭(畸变)微分方程,以剪切角γ(z)为未知量,采用板梁框架法进行了推导,公式的导演较为繁冗。本文以歪扭(畸变)挠度W为未知量,用闭口薄壁杆件理论与能量法进行推导,然后换算成γ(z)的微分方程。物理概念清楚,推导过程简明,最后求解W,并利用斯坦利(Steinle)公式导出歪扭双力矩解析式。

The design of this building is briefly introduced in this paper. The function of this building, the scheme of the frame tube structure, the treatment of the subsoil and foundation and the principle of structural analysis are included, Here we emphazise to introduce the finite strip method and the frame method for the analysis of this building. The data and the section size for the analysis of the building and some more important results through analysis are presented, We take a typical frame and a shear wall...

The design of this building is briefly introduced in this paper. The function of this building, the scheme of the frame tube structure, the treatment of the subsoil and foundation and the principle of structural analysis are included, Here we emphazise to introduce the finite strip method and the frame method for the analysis of this building. The data and the section size for the analysis of the building and some more important results through analysis are presented, We take a typical frame and a shear wall as an eximple and show their beheavior in the calculated results of their internal forces sach as M, N, Q under wind action.

本文简单介绍了该工程设计,包括建筑功能,简框结构方案,地基与基础的处理和结构分析原理.着重介绍有限条方法和壁式空间框架法的基本原理.列举了本工程结构分析时所采取的有关数据和部分的断面尺寸,以及主要的计算结果.以一排框架和一片剪力墙为例,说明在风力作用下产生的内力M, N, Q数值和变化规律.

In this paper, the spline finite-point method is used to analyze the tube structures, such as framed tube, core, tube in tube and bundle tubes. The displacement function of a strip element is expressed as the product of a B_3 spline funetion and a trigonometrid series which reflect correctly the deformation property of lube structures. In the case of tube structure analysis,this (?)nethod has great advantages over the conventional finite element method, frame method and even the finite strip method. The main...

In this paper, the spline finite-point method is used to analyze the tube structures, such as framed tube, core, tube in tube and bundle tubes. The displacement function of a strip element is expressed as the product of a B_3 spline funetion and a trigonometrid series which reflect correctly the deformation property of lube structures. In the case of tube structure analysis,this (?)nethod has great advantages over the conventional finite element method, frame method and even the finite strip method. The main features of the method are its high accuracy with less computing time. The method can be easily carried out with a smaller computer.In this paper, the general theory is presenled, a model of equivalent continuum is outlined, a special method is used for sparse matrix and an example is provided. In Appendices. the derived formulas are listed in detail.

本文提出的样条有限点法可用于分析各类高层筒体结构,如框筒、核心筒,筒中筒及筒束结构.条单元的位移函数表示为三次B样条与三角级数的乘积,使之能正确反映筒体结构的变形特征.该法用于筒体结构分析时,与一般有限元法、框架法,甚至有限条法相比,有较大优点.本法的主要优点是精度高而用机时少,且节约内存.本文推出了一般的理论公式,给出了一个等效连续体模型,使用了一种特殊的稀疏矩阵解法,给出了一个算例,在附录中详细列出了有关公式.

 
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