刚性桩的英文

• rigid dolphin

• "刚性"英文翻译    rigidity; stiffness; inflexi ...
• "桩"英文翻译    pile; pole; stake
• "刚性桩基式" 英文翻译 :    rigid piled
• "无限刚性桩" 英文翻译 :    infinitely rigid pile
• "挠性桩" 英文翻译 :    flexible dolphin
• "刚性" 英文翻译 :    rigidity; stiffness; inflexibility◇刚性材料 rigid material; 刚性构架 braced frame; rigid framework; rigid-frame; 刚性构件 rigid member; 刚性管 rigid pipe; 刚性结构 rigid construction; rigid structure; rigid type construction; 刚性梁 stiffening bar; 刚性路面 rigid pavement
• "半刚性" 英文翻译 :    semi rigid; semirigid
• "磁刚性" 英文翻译 :    magnetic rigidity
• "非刚性" 英文翻译 :    non-rigid
• "负刚性" 英文翻译 :    negative stiffness
• "刚性；刚量" 英文翻译 :    rigidity
• "刚性板" 英文翻译 :    rigid slab
• "刚性齿" 英文翻译 :    solid tine
• "刚性的" 英文翻译 :    inflexible; nonflexible; positive; rigid a; rugged; stiff
• "刚性地" 英文翻译 :    stiffly
• "刚性度" 英文翻译 :    degree of bone
• "刚性段" 英文翻译 :    rigid section
• "刚性缝" 英文翻译 :    rigid joint
• "刚性杆" 英文翻译 :    stiff pole
• "刚性拱" 英文翻译 :    rigid arch
• "刚性管" 英文翻译 :    rigid pipe; steel pipe
• "刚性核" 英文翻译 :    stiff core
• "刚性弧" 英文翻译 :    harsh arc; stiff arc
• "刚性环" 英文翻译 :    stiffening rings attachment to shell; stiffness ring
• "刚性件" 英文翻译 :    rigid pipe

• Study on deflection of rigid piles under lateral loads
  横向载荷作用下刚性桩变位规律研究
• Three - dimensional limit analysis of lateral bearing capacity of rigid piles
  刚性桩横向承载力的三维极限分析
• The calculation for stress and settlement of the rigid pile composite foundation
  刚性桩复合地基应力及沉降计算
• Finite element analysis for seismic response of rigid pile composite foundations
  刚性桩复合地基抗震性能的有限元分析
• Numerical analysis of stress and settlement law of rigid piles composite foundation
  刚性桩复合地基应力及沉降规律数值分析
• The evidence of the optimal design for the rigid composite foundations is proposed
  本文的计算分析为刚性桩复合地基的优化设计提供了依据。
• For groups with different pile configuration and pile compressibility , the present approach can also be used
  此方法适合于各种桩型，对柔性桩和刚性桩均适用。
• It is reference to calculate and forecast the settlement of similar rigid - pile composite foundation
  对刚性桩复合地基相似工程的变形计算与预测有一定的参考价值。
• The anti - seismic behavior of composite foundation with rigid pile was studied by a shaking table test with the scale factor of 1 / 10
  摘要设计并完成了刚性桩复合地基1 : 10比尺的振动台试验。
• This study reveals that the bearing capacity of rigid pile composite foundation also can be increased by post grouting technique
  因此，钻孔灌注桩的后注浆技术同样可以提高刚性桩复合地基的承载力。