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整体墙
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  “整体墙”译为未确定词的双语例句
     (2) Theory analysis and finite numerical calculation is carried out, analysis of the structure of energy dissipation shear wall compared with integrated wall of the same section is done.
     (2)对整体墙结构和耗能剪力墙结构进行了有限元数值仿真对比分析;
短句来源
     We can see a piece of wall as whole body, called "whole body wall", as the influence of various factor, internal stress appears, when a rather large stress was formed and concentrated, if the stress exceeds the strength of extension, it will release the inner stress by the form of cracks.
     把每一面墙视为一个“整体墙”,受各种因素影响,产生内应力,当形成较大的内应力并集中在某一部位,且超过该处的抗拉强度时,则会以裂缝的形式将集中应力逐步释放。
短句来源
     In order to improve the earthquake resistant performance and structure ductility of ordinary low rise concrete shear wall ,the shear wall with mezzanine rubber cushion is proposed in this paper. The full wall and the energy dissipated shear wall are studied by ANSYS which is a numerical analysis program.
     本文针对低剪力墙结构延性差、耗能能力差、结构抗震性能差等问题 ,提出一种新型耗能低剪力墙结构 ,并应用有限元分析软件ANSYS对同截面整体墙结构及耗能墙结构进行了数值模拟计算 ,并对其破坏形态、耗能能力、承载力情况、变形性能等进行了对比分析。
短句来源
     Finite e lement analysis shows that the lateral stiffness of the concrete grill wa ll can be cal-culated by an equivalent solid shear wall with the thickness of two third o f the original wall thickness.
     有限元分析结果表明,保温砌模混凝土墙的抗侧刚度可用厚度为其三分之二的等效实体墙计算或用小开口整体墙计算。
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  相似匹配句对
     A Method for Calculating Normal Section Loading-bearing Capacity of Integrated Shear Walls
     剪力正截面承载力的整体计算
     Soil-nailed Length and Global Stabilization
     土钉钉长确定和整体稳定性
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     Writing Characters on the Wall
     画
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     On Entirety Enterprise Planning
     整体企划
     Revelations from "Wall"
     从《》说起
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  mass wall
The internal Sr and Nd isotopic variations in each tuff are interpreted to be the result of the incorporation of 20-40% (by mass) wall-rock into magmas that were injected into the upper crust.
      
Analysis of adherence-defective mutants has indicated the importance of high molecular mass wall-associated polypeptides and of enzymes catalyzing extracellular glucan polysaccharide synthesis to the adherence and accumulation of oral streptococci.
      
A thermal wall on the back of the sunroom against the living space will function like the indirect gain thermal mass wall.
      
Mass wall systems such as Rammed Earth shall provide five tests for each required standard test series.
      
Rammed Earth is made by ramming a mix of selected aggregates into removal formwork to create a monolithic, high mass wall.
      
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In this paper,the experimental research on framed low- rise shear wall with verticalseams and conventional R.C.low-rise shear wall was conducted.The seismic behavior,load-bear-ing capacity and ultimate deformation of framed R. C.low- rise shear wall with vertical seams arediscussed.

本文通过对带边框钢筋砼低矮墙开竖缝与不开竖缝的试验研究,探讨了带边框开竖缝的钢筋砼低矮墙的抗震性能、承戴能力和极限变形能力。试验结果表明,在带边框的整体墙板上开竖缝,能够大大改善整体墙的极限变形能力和耗能能力,而且开竖缝墙具有刚度大、后期变形稳定的特点。

Based on the experimental study of 4 high strength concrete(HSC) shear walls subjected to cyclic loading, this paper analyzes the effects of the amount and length of the vertical seams on the seismic behavior of the shear wall,including rigidity, shear bearing capacity, ductility, energy dissipating capacity, failure modes etc, The experimental results show that some vertical seams being set up reasonably in normal HSC shear walls can greatly improve the wall's ductility, ultimate deformation and energy dissipating...

Based on the experimental study of 4 high strength concrete(HSC) shear walls subjected to cyclic loading, this paper analyzes the effects of the amount and length of the vertical seams on the seismic behavior of the shear wall,including rigidity, shear bearing capacity, ductility, energy dissipating capacity, failure modes etc, The experimental results show that some vertical seams being set up reasonably in normal HSC shear walls can greatly improve the wall's ductility, ultimate deformation and energy dissipating capacity and only reduce the elastic stiffness and shear bearing capacity of the HSC shear walls with vertical seams a little.

通过四片高强混凝土剪力墙试件 (有整体墙和墙板中开竖缝墙 )在低周反复荷载作用下的试验 ,研究开竖缝数量及长度 (即墙板柱的剪跨比 )对剪力墙的刚度、承载力、延性、耗能、破坏形态等抗震性能的影响。结果表明 ,在剪力墙板中合理地设置竖缝 ,可使其弹性刚度、承载力变化不大的情况下 ,较大幅度地提高它的延性、塑性变形和耗能能力。

In order to improve the earthquake resistant performance and structure ductility of ordinary low rise concrete shear wall ,the shear wall with mezzanine rubber cushion is proposed in this paper. The full wall and the energy dissipated shear wall are studied by ANSYS which is a numerical analysis program. Form comparison of destroyed conformation, energy dissipation low rise concrete shear walls with mezzanine rubber cushion have good earthquake resistant performance.

本文针对低剪力墙结构延性差、耗能能力差、结构抗震性能差等问题 ,提出一种新型耗能低剪力墙结构 ,并应用有限元分析软件ANSYS对同截面整体墙结构及耗能墙结构进行了数值模拟计算 ,并对其破坏形态、耗能能力、承载力情况、变形性能等进行了对比分析。结果表明 ,夹层橡胶垫耗能低剪力墙结构具有良好的延性和抗震性能。

 
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