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支墙
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  support wall
     This paper probe into the method of calculation about the wall beam and frame support wall beam. Combining with rich practical experience of house structural design, the author analyses the application of wall beam in brick room of ground floor frame.
     对墙梁、框支墙梁的计算方法进行了探讨,并结合房屋结构设计的经验,对墙梁在底层砖房中的应用进行分析。
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  “支墙”译为未确定词的双语例句
     In this paper, three 1/2 - scale model specimens of frame - supported continuous masonry wall are tested;
     做了三榀两跨框支墙梁1/2比例模型试验;
短句来源
     When the wall has same ductility and reinforcement ratio, 600 mm thick wall minimum safe distance reduces 3% over 450 mm thick wall.
     抗力和配筋率相同,600mm厚比450mm厚的简支墙不破坏的最小安全爆炸距离减少了3%.
短句来源
     DESIGN OF FRAME SUPPORTED WALL BEAM
     框支墙梁的设计
短句来源
     Analysis and Calculation of Simple Support Wall-Beam
     简支墙梁的分析与计算研究
短句来源
     The Research of Calculation Method of Frame-supported Wall-beam under the Vertical Load
     竖向荷载作用下框支墙梁内力计算方法研究
短句来源
更多       
  相似匹配句对
     DESIGN OF FRAME SUPPORTED WALL BEAM
     框梁的设计
短句来源
     The Analysis of Frame-Supported Shear Wall Structure
     框剪力受力分析
短句来源
     Definition of Wall
     释
短句来源
     THE WALL
     迷
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  support wall
and may also be used in the problems of the motion of a support wall and the introduction of solids into a loose medium.
      
Design procedures for this excavation support wall were developed considering the different properties of soil, soil-cement and steel.
      
This suggests that the DSM wall behaves as a rigid support wall, similar to a diaphragm wall.
      
The pressure difference between the two sides of the support wall is the one of main driving forces for the seed coating on the support surface.
      
When the valve to vacuum was open, pressure difference was created between the two sides of the support wall.
      


In this paper,the internal forces and deflections of shear walls and shear walls supported by beam-column systems in combined action and subjected to horizontal loads are solved by sub-region mixed method. The results are given for the cases such as shear walls fully supported or partly supported by beam-column systems and part of walls above them without openings as well. For all these cases, design formulas are also suggested for three common loading conditions, i.e.triangularly distributed load, uniformly...

In this paper,the internal forces and deflections of shear walls and shear walls supported by beam-column systems in combined action and subjected to horizontal loads are solved by sub-region mixed method. The results are given for the cases such as shear walls fully supported or partly supported by beam-column systems and part of walls above them without openings as well. For all these cases, design formulas are also suggested for three common loading conditions, i.e.triangularly distributed load, uniformly distributed load and top concentrated load. The design formulas of the axial forces in connecting beams and shear forces in the walls are also analysed and discussed in the paper.

本文用分区混合法求框支剪力墙和落地剪力墙在水平荷载下共同工作时的内力和位移。对框支墙、部分框支墙和底层框架上有部分无孔墙的剪力墙亦给出了计算结果,对各种墙在三种常用水平荷载作用下的内力和位移给出了统一的计算公式。本文同时讨论了连梁轴力和墙肢剪力的计算问题。

Satisfying the beam conditions, continuous epuations in reference to, the juncture of shear wall and beam are established in this paper. On the basis of elastic theory, the solid wall supported by frame is studied, and the theoretical solutions which satisfy all the boundary conditions have been obtained by the method of two-way Fourier series. By comparing with the results from other methods and actual determinations, our calculations are a satisfactory example which may serve as a new attempt to study the...

Satisfying the beam conditions, continuous epuations in reference to, the juncture of shear wall and beam are established in this paper. On the basis of elastic theory, the solid wall supported by frame is studied, and the theoretical solutions which satisfy all the boundary conditions have been obtained by the method of two-way Fourier series. By comparing with the results from other methods and actual determinations, our calculations are a satisfactory example which may serve as a new attempt to study the characteristics of shear wall on frame.

本文建立了框支剪力墙满足梁端条件的墙梁交界面连续方程,从弹性理论的角度研究了实体框支墙问题,用双向级数解法得到满足所有边界条件的理论解。计算结果与其它各种方法及实测值比较令人满意,为更好地了解框支剪力墙的受力特性进行了新的尝试。

This paper introduces briefly the structural design of the Asia Hotel, a new 27 storeyed building now under construction in Shanghai. Emphasis is laid on the analysis of structural system composed of shear wall and shear wall supported on frame structural system used in the main building as well as the design and construction of the revolving restaurant at the top of the building.

本文重点介绍了亚洲宾馆主楼中剪力墙-框支墙体系的结构分析及旋转餐厅的结构设计与构造情况。

 
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