横向支承的英文

• lateral support

• "横向"英文翻译    broadwise; infeed; crossrang ...
• "支承"英文翻译    fulcrum bearing; pecker bloc ...
• "侧向支承" 英文翻译 :    lateral support
• "导向支承" 英文翻译 :    guided bearing
• "横向支撑" 英文翻译 :    cro binding; cross binding; lateral brace; lateral bracing; lateral strut; transverse strut
• "横向支管" 英文翻译 :    athwartshileg
• "径向支承轴承" 英文翻译 :    radial support bearing
• "横向支撑结构" 英文翻译 :    bracing structure
• "横向支撑系统" 英文翻译 :    lateral support system; lateral system
• "上部横向支撑" 英文翻译 :    upper lateral bracing
• "受横向支撑的结构" 英文翻译 :    braced structure
• "无横向支撑结构" 英文翻译 :    unbraced structure
• "无横向支撑元件" 英文翻译 :    unbraced element
• "前保险杠导向支承总成" 英文翻译 :    fuehrungsprofil
• "侧向变位受箝制〔受横向支撑" 英文翻译 :    restrainedfromlateraldeflectionbraced
• "横向支撑结构；支撑结构" 英文翻译 :    bracing structure
• "横向支撑系统；支渠系统" 英文翻译 :    lateral system
• "受横向支撑的结构；支撑结构" 英文翻译 :    braced structure
• "外部横向支撑结构架" 英文翻译 :    external structural bracing frame
• "外部支撑；外部横向支撑" 英文翻译 :    external bracing
• "无横向支撑结构；无支撑结构" 英文翻译 :    unbraced structure
• "无横向支撑元件；无支撑元件" 英文翻译 :    unbraced element
• "外部支撑结构架；外部横向支撑结构架" 英文翻译 :    external structural bracing frame
• "支承" 英文翻译 :    fulcrum bearing; pecker block; [机械工程] supporting; bearing◇支承板 back plate; bearer plate; bolster plate; die plate; baseplate; 支承点 bearing point; 支承力 bearing force; supporting force; 支承轴 bolster; supporting axle; 支承柱 support column
• "横向" 英文翻译 :    broadwise; infeed; crossrange; abeam;transverse; transverse direction; cross; crosswise; lateral; transversal◇横向摆动 teeter; cross shake; lateral oscillation; 横向分布 lateral distribution; 横向进刀 traversing; 横向进磨 infeed; 横向经济关系 economic relations among enterprises and regions; 横向经济联系 lateral economic ties; 横向生长 cross growth

• The danger of buckling may be present here if sufficient lateral support is lacking .
  如果缺乏足够的横向支承，这里就有可能存在弯曲的危险。
• Except from the above achievements , the paper adopts two kinds of computational methods to analysis and compare , one is the spatial fem , the other is the cross direction supporting frame method . the results are present which the spatial fem can relatively accurately reflect stress of the practical structure , and which in spite of being convenient , the cross direction supporting frame method can lead to error while determining dimension of the cross bending str ess
  另外，还针对该桥箱室较宽的特点，分别采用空间有限元模型和横向支承框架法两种计算方法对横向弯曲问题进行了分析研究。结果表明：空间有限元模型能够较准确地反映出实际结构截面的受力特点，计算所得的结果基本符合实际情况。