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在框架
相关语句
  in frame
     The Application of Slant Rod in Frame Structure
     斜杆在框架结构中的应用
短句来源
     The use of plane truss in frame design
     平面桁架在框架设计中的应用
短句来源
     The Design and Application of Adjustable Sectional Steel Pile Form in Frame Construction
     可调截面钢制柱模板在框架结构中的设计与应用
短句来源
     Application of bamboo slab rubber support mold system in frame structure
     浅谈覆塑竹胶板支模体系在框架结构中的应用
短句来源
     Application on hard-shelf branch-mould installing SP plate in frame structure
     硬架支模安装SP板在框架结构中的应用
短句来源
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  “在框架”译为未确定词的双语例句
     Application of CS5460 and DS80C390 in Design of Intelligent Controller in Conventional Circuit Breaker
     DS80C390和CS5460在框架式智能断路器控制器中的应用
短句来源
     In the upper part of the frame N_v and M_v Could exceed the internal forces Ng and Mg by the gravity.
     在框架上部,N_v和M_v可能超过重力内力Ng和Mg;
短句来源
     In the design of frame structure、shear-wall structure、wall-frame structure and etc, second-order effect should be considered.
     在框架结构、剪力墙结构、框架-剪力墙结构、框架-核心筒结构等各类结构中,通常都需要考虑二阶效应对结构的不利影响。
短句来源
     Application of QTC Light Compound Building Blocks in Filler Walls of Frame Structures
     QTC轻质复合砌块在框架结构填充墙的应用
短句来源
     This article introduces a road of EPC CIG2 joining ISO18000-6C in details and illustrates the core contents of new standards concerning frame,parameter,etc so as to bring some new stories of pattern,rule about ISO/IEC 18000-6 for readers.
     本文从历史等方面详细介绍了EPC C1G2进入ISO18000-6C之路。 阐述了新标准在框架、参数等方面的核心内容,为读者带来了格式、规则等ISO/IEC 18000-6更新的情况说明。
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  相似匹配句对
     Then,article also explains Struts' theory and every component.
     —Struts框架
短句来源
     The Necessary Conditions for Frames
     框架的必要条件
短句来源
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  in frame
Experiments show that a 55.0 % relative reduction in frame error rate and a 98.5% relative reduction in sentence-breaking error rate are obtained when using multimodal VAD, compared to frame-energy based audio VAD.
      
Hybrid genes, sd2-licBM2, licBM2-sd2, licBM2-sd2mod, and sd2mod-licBM2, in which the wild-type and modified gene sequences were fused in frame with the reporter gene encoding thermostable lichenase, were constructed.
      
In a hybrid gene constructed (desC-licBM3), a sequence of the native acyl-lipid Δ9 desaturase was fused in frame with the reporter gene coding for thermostable lichenase.
      
In the present paper, this effect is observed and explained as a result of the domain walls screening in frame ofYshibashi-Takagi theory.
      
The data indicated that the expressed recombinant was in frame with the N-terminal fusion peptide.
      
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The load-supporting wall is the main construction element of the prefabricated building now in vogue. It is, in fact, a thin rectangular plate, along the boundary of which is reinforced a frame. The loads directly act on the frame. Our problem is to analyse the stresses both in the plate and in the frame. The method of solution this paper suggests consists in using the trigonometric series together with the principle of minimum strain energy. On the basis of having satisfied the bi-harmonic equation...

The load-supporting wall is the main construction element of the prefabricated building now in vogue. It is, in fact, a thin rectangular plate, along the boundary of which is reinforced a frame. The loads directly act on the frame. Our problem is to analyse the stresses both in the plate and in the frame. The method of solution this paper suggests consists in using the trigonometric series together with the principle of minimum strain energy. On the basis of having satisfied the bi-harmonic equation for the plate, the requirement that along the connecting lines of the plate and the frame the displacements should be compatible is expressed by the condition that the strain energy of the whole system has to be minimum. Thus, we get a system of infinite simultaneous equations, from which to determine the necessary unknown coefficients. This article discusses two different loading conditions: the one concerns four concentrated loads at the middle of each sides of the frame, the other is for concentrated loads at each corner of the frame. From the rasults obtained, it can be known that the solution converges. very rapidly.

承重预制墙是装备式房屋的主要构件,它是在周界用一个框架加固的一块矩形薄板。作用的荷重系加在框架上,问题就在于分析板与框架内的应力。所提供的解法为:在板内满足双调和方程的基础上,运用整个系统的变形能为最小这条件,来满足板与框架在联结线上各点的位移相一致的条件。这样就得到了一系的无穷联立方程,从而决定应力的值。本文共讨论了两种荷重的形式:一是有四个集中力各作用在框架各边的中点,一是有集中力作用在框架的角点。

The main content of this paper is to point out how the boundary stiffness, internal stresses and strains of curved plates can be determined so that a better solution of the analysis of an irregularly planned framed space structure under horizontal loads, taking into consideration of the in-plane deformation of the plates and treating the shear walls as composed of finite elements, can be obtained. A rectangular plate is only a special case of a curved plate. The curved plates are divided into triangular finite...

The main content of this paper is to point out how the boundary stiffness, internal stresses and strains of curved plates can be determined so that a better solution of the analysis of an irregularly planned framed space structure under horizontal loads, taking into consideration of the in-plane deformation of the plates and treating the shear walls as composed of finite elements, can be obtained. A rectangular plate is only a special case of a curved plate. The curved plates are divided into triangular finite elements. With the view of engineering practice, the boundary stiffness of a curved plate is derived. The in-plane stresses and strains at anywhere in the plate is found, under in-plane loads. The program given in this research may be used in the three-dimensional analysis of a framed structure as a subroutine.

本文是针对体型不规则的框架空间体系受有水平荷载,将楼板按有面內变形来考虑,以及将剪力墙按有限元素来考虑时,对曲线形平板的边界刚度、内力与变形的计算进行的研究。矩形平板是曲线形平板的一个特例。曲线形平板按三角形有限元进行划分。结合工程实用情况,推导出边界刚度;针对面内外荷,求得板内各处的面内应力与变形。相应的程序可以在框架结构的三维分析中做为一个子程序加以应用。

It is important to ensure that the dynamic behavior of large steam turbine-generator rotors be satisfactory in service. In large steam turbine-generator units the stiffness of the foundation and bearing pedestal is smaller than the stiffness of bearing film. The stiffness of the foundation and that of the pedestal are significant factors in the dynamic behavior of rotors. The methods presented in this paper are based on the unbalance response calculation of rotors and take into account the influence of the foundation....

It is important to ensure that the dynamic behavior of large steam turbine-generator rotors be satisfactory in service. In large steam turbine-generator units the stiffness of the foundation and bearing pedestal is smaller than the stiffness of bearing film. The stiffness of the foundation and that of the pedestal are significant factors in the dynamic behavior of rotors. The methods presented in this paper are based on the unbalance response calculation of rotors and take into account the influence of the foundation. The foundation and bearing film are coupled with rotors by mechanical impedance.

保证大容量汽轮发电机组轴系动态特性满足运行的要求是十分重要的。大容量机组的基础和轴承座刚度要比油膜刚度低,因此基础对转子的影响不能忽视。为了对比基础对转子的影响,建立了整体基础-轴系模型试验台和框架式基础-轴系模型试验台。提出了在不平衡响应计算的基础上考虑基础对转子影响的计算方法。基础用实测的机械阻抗与转子耦合,油膜阻抗由计算而得。 实测和计算表明,转子的临界转速在框架式基础上反比整体基础为高,这一结果具有十分重要的经济价值。

 
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