竖缝的英文

• head joint
• perpendicular joint
• perpends
• side joint
• vertical joint
• vertical seam

• "竖"英文翻译    vertical; upright; perpendic ...
• "缝"英文翻译    seam
• "砖竖缝" 英文翻译 :    vertical masonry joint
• "竖幅" 英文翻译 :    le vertical
• "竖放" 英文翻译 :    keeupright; stow on end
• "竖浮心曲线" 英文翻译 :    vertical center of buoyancy curve
• "竖耳听着, 在偷听, 不冒险下手, 藏匿着" 英文翻译 :    on the erie
• "竖杆" 英文翻译 :    stile; upright post; vertical bar; vertical member; vertical post
• "竖耳听着" 英文翻译 :    on the erie
• "竖杆机" 英文翻译 :    post driver
• "竖耳" 英文翻译 :    prick ear
• "竖杆联结紧" 英文翻译 :    bracing with verticals
• "竖堆铰链端部折叠式舱口盖" 英文翻译 :    high stowing end-folding hatchcover

• Finally , the effects of the artificial vertical seams on the dynamic characteristics , forced properties and failure mechanism were analyzed
  分析了人工竖缝对结构的动力特性、抗震性能、破坏机理等方面的影响。
• In the case of seldomly occurred earthquake , the artificial vertical seams play their roles , changes the failure forms of coupling wall - column and lower structural stiffness and earthquake action
  在大震作用下，人工竖缝发挥作用，改变了墙肢的破坏形态、降低了结构的刚度和地震作用。
• In this dissertation , the response of reinforced concrete slit shear walls under cyclic loading and reinforced concrete shear walls with large or small opening holes is investigated by using nonlinear finite element analysis method
  本文用微观有限元模型对带竖缝耗能剪力墙和开洞剪力墙的抗震性能进行了分析。
• In the case of frequently occurred earthquake , the artificial vertical seams have little influence on structural periods , frequencies and vibration modes , what " s more , the structure has strong stiffness and bearing capacity
  在小震作用下，人工竖缝对结构的周期、频率、振型等动力特性影响不大，结构具有较高的刚度和承载力。
• Its test specimens are four r . c hollow shear walls with vertical seams ; they have different heights and two loading measures . firstly , studies the stress distribution and deformation of the shear wall in elastic phase with ansys limited element program
  本课题为带竖缝钢筋砼空心剪力墙板抗震性能试验研究，试验的对象为四个不同剪跨比和加载条件的带竖缝钢筋砼空心剪力墙板。
• Secondly , by low - cycle and reverse horizontal loading test , their properties including strength property , deformation property and energy property are studied . we study the loading characteristic values ; the property of hysteretic curve and skeleton - frame curves ; the ductility property and stiffness degradation . at last we analyze the destroy principle and affection reasons of hollow shear wall of r . c with vertical seams in different height and loading measures , we also give the bearing capability calculation formulas and design advises for new type hollow shear wall of r . c
  首先运用ansys有限元程序分析弹性阶段水平外荷载施加后，带竖缝钢筋砼空心剪力墙板内应力分布及变形情况，再在试验数据的基础上，研究低周反复水平加载条件下，各试件的强度、变形、能量特性；各试件的荷载特征值；各试件的滞回曲线、骨架曲线；延性及刚度退化等参数；最后，分析了不同剪跨比和加载条件的带竖缝钢筋砼空心剪力墙板的破坏机理和承载力影响因素，并给出不同剪跨比和加载条件的带竖缝钢筋砼空心剪力墙板承载力计算公式及设计建议。
• The seams divide the wall into several units and the hollow shear wall of r . c w ith vertical seams has small self - weight , small stiffness and good ductility . due to having air insulation , it has good energy saving capability . so this new type shear wall structure will be a kind of ductile structure with advanced seismic behavior
  针对传统剪力墙结构的弱点，本课题提出带竖缝钢筋混凝土空心剪力墙板结构，此种墙板在墙体上设有竖向缝隙，将整块墙板分成若干墙肢单元，具有自重轻、刚度小、延性大的特点，由于墙板中间有空气夹层，保温、隔热效果也较好，以此种墙板为主体的空心剪力墙结构体系是一种抗震性能优良的“延性剪力墙结构” 。
• The main work carried out goes as follows : ( 1 ) the principal theory of nonlinear finite element analysis was expatiated and a computer program was developed with fortran powerststion . the reliability of the fortran program was proved by comparing computed results with experimental results , besides , by using this program . the appropriate length of shear connections of slit shear walls was investigated
  本文的主要内容有以下几个方面： ( 1 )阐述了剪力墙结构非线性有限元分析的基本理论，编制了静力非线性分析的fortran程序，程序的可靠性通过理论计算与试验结果的对比加以验证，并用该程序分析了带竖缝耗能剪力墙，探讨了耗能剪力墙结构的连梁合理高度问题。

• 竖缝的日语：たて目地 たてめじ あわせめじ