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墙肢
相关语句
  wall limb
    9.the inside force calculation of the shear wall limb and over beam;
    9.剪力墙墙肢及过梁内力计算;
短句来源
    Out of plan Endurability Analysis of Wall Slab and Wall Limb
    壁板、墙肢平面外承载能力计算——井塔塔身设计问题之三
短句来源
    The author did low periodic repeat tests on many different hoop reinforcement form small wall limb embedded column ductile shear wall samples in laboratory. The results preliminarily indicate that the open hoop reinforcement form influences some features of structure such as bearing capacity, rigidity and ductility in sliding formwork construction.
    通过在试验室对不同箍筋形式小墙肢暗柱延性剪力墙试件的低周反复试验 ,初步表明滑模施工中采用的开口箍筋形式对工程结构的承载力、刚度、延性存在影响 ;
短句来源
    The location of opening has little influence on the ultimate bearing capacity of shear wall with symmetrical wall limb,and influences the ductility and energy dissipation.
    洞口位置对于具有对称墙肢的小开洞剪力墙极限承载力影响不大,但对结构延性及耗能能力有一定的影响。
短句来源
  wall panel
    A calculation model of reinforced concrete coupled shear wall for static elasto-plastic analysis is developed. The model is composed of wall panel element model, coupling beam element model and connecting element model.
    建立了由墙肢单元模型、连梁单元模型和连接单元模型组成的钢筋混凝土双肢剪力墙的静力弹塑性分析计算模型。
短句来源
    A macro-model based on finite element method is used to model wall panel elements.
    墙肢单元采用以有限元为基础的宏模型;
短句来源
    To account the relative deformation between the coupling beam and the wall panel, the connecting element is modeled by a complex spring.
    为计及连梁与墙肢连接界面的相对位移,建立用复合弹簧模拟的连接单元计算模型;
短句来源
    Deformation characteristics of RC frame-core structures are analyzed. Based on force equilibrium and deformation compatibility, the relationship between deformation of frame column/beam and inter - story drift as well as the relationship between deformation of core wall panel/coupling beam and inter-story drift are established.
    分析了水平力作用下RC框架-核心筒结构变形的特点,根据力平衡准则和位移协调准则,分别建立了框架梁、柱的变形与层间位移角的关系以及核心筒墙肢、连梁的变形与层间位移角的关系。
  “墙肢”译为未确定词的双语例句
    By adopting the Muti-Vertical-Line-Element-Model as the basic element for the elastoplatic analysis, the problem of the shear-lag effect and displacement coordination are considered by introducing the new cross displacement function, Then the elastoplatic analysis stiffness matrix is derived by the principle of minimum potential energy.
    本文在弹塑性分析中,采用了考虑剪滞效应的多垂直杆模型,建立了新的断面位移模式,很好地解决了墙肢交结处的位移协调关系,利用最小势能原理导出了短肢剪力墙的弹塑性分析刚度矩阵,讨论了恢复力模型的选取和几何刚度的建立,创造性应用和发展了状态空间法理论。
短句来源
    Short-limbed wall (SLW) is defined as the shear wall with a ratio ranging 5-8 of its length to thickness and section width should not less than 200 mm by Technical specification for concrete structures of tall building (JGJ3-2002. J186-2002).
    《高层建筑混凝土结构技术规程》(JGJ 3—2002.J186—2002)指出“短肢剪力墙是指墙肢截面高度与厚度之比为5~8的剪力墙,截面厚度不应小于200mm,而一般剪力墙是指截面高度与厚度之比大于8的剪力墙”。
短句来源
    With three wall width-depth ratios (5.0,6.5and 8.0), the specimens have been designed in two ways: with concealed bracings and without for each width-depth ratio.
    墙肢截面高厚比分别为5.0、6.5、8.0,每种高厚比的试件又分为普通配筋剪力墙与在普通配筋基础上加设暗支撑配筋的剪力墙。
短句来源
    The paper discusses four problems in design and calculaion of the highstory shear walls: 1) The internal forces in shear walls are not influncced by the shear deformation of the piers.
    本文讨论了高层剪力墙设计和计算中的四个问题:1.采用微分方程法时,墙肢的剪切变形不影响剪力墙的内力;
短句来源
    ratio of height to sectional thickness of the wall-column is an unsteady factor,but deformation capacity and ductility are relatively good when this ratio is between 6.5 and 7.1.
    墙肢截面高厚比是不稳定因素但在高厚比为6.5~7.1时,延性及变形能力较强。
短句来源
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  wall panel
Wideness of a virtual wall was realized by a hand-tracking control combined with a small wall panel which is mounted on a three-axis Cartesian manipulator.
      
In the contact situation, high rigidity of the wall was attained as stiffness in the normal direction is provided to the wall panel to represent the haptic sense of a rigid wall.
      
Force-based tracking provides the low stiffness in the tangential direction to make the wall panel move easily along the direction of hand movement to represent a wide plain wall.
      
A three-axis force sensor is attached on the wall panel to detect the contact force.
      
The column elements are used to model the boundary zone and the membrane elements are used to model the wall panel.
      
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This paper reports the model test of a eight-story building with precast large panels under static and dynamic horizontal loads. The test results showed that the stress distribution within the structure and its rigidity were significantly influenced by the horizontal and vertical joints between the panels.The flexural rigidity of each wall pier under tensile condition was quite different from that under compressive condition.The test verified that the stability, ductility and damping coefficient of the designed...

This paper reports the model test of a eight-story building with precast large panels under static and dynamic horizontal loads. The test results showed that the stress distribution within the structure and its rigidity were significantly influenced by the horizontal and vertical joints between the panels.The flexural rigidity of each wall pier under tensile condition was quite different from that under compressive condition.The test verified that the stability, ductility and damping coefficient of the designed precast large panel building has sufficient capability of earthquake resistance.

本文介绍了八层大板房屋模型在水平荷载作用下的静力和动力试验结果。试验表明,大板间的水平接缝和竖向接缝对结构的内力分布及刚度,都有显著影响。墙肢的刚度,由于其受拉、受压的不同,也有显著区别。整个大板房屋设计的整体性、延性和阻尼均能满足抗震要求。

In this paper, using the continuous medium technique, a method of analysis of interconnected space shear walls to lateral load is presented. Each individual wall is treated as an open thin-walled beam, and Vlasov's theory for thinwalled beams is assumed to be valid in order to take into account the warping resistance of the shear waUs to applied torque. The method presented here is an extension of the method of analysis of interconnected plane shear walls that had been proposed in an article by the author.

本文提出空间联肢剪力墙结构抗侧力的一个分析方法。分析中,把墙肢间的连梁(或楼板)视作沿高度连续的连结带,而墙肢则按薄壁杆件理论分析。本文的方法,实质上是作者在文章中所提出的分析平面联肢墙的方法的推广。

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。

 
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