锚固区的英文

• anchorage zone

• "区"英文翻译    H region; H
• "锚定区 锚固区" 英文翻译 :    anchoragezone
• "锚固区域" 英文翻译 :    anchorage zone
• "锚固" 英文翻译 :    anchorage; anchoring; bolting; grappling; tie
• "凝固区间" 英文翻译 :    freezing range
• "凝固区域" 英文翻译 :    solidification region
• "锚杆；锚固" 英文翻译 :    tieback
• "锚固点" 英文翻译 :    anchor point
• "锚固端" 英文翻译 :    anchord end
• "锚固件" 英文翻译 :    anchorage points
• "锚固力" 英文翻译 :    anchorage force; anchoring force
• "锚固索" 英文翻译 :    anchoringwire
• "锚固桩" 英文翻译 :    anchor pile
• "板桩锚固" 英文翻译 :    sheet pile anchorage
• "不规则锚固" 英文翻译 :    random bolting
• "地基锚固" 英文翻译 :    ground archor
• "地锚固定" 英文翻译 :    earth anchorage
• "电渗锚固" 英文翻译 :    electroosmotic anchor
• "端部锚固" 英文翻译 :    end anchorage
• "管线锚固" 英文翻译 :    pipeline anchoring
• "基础锚固" 英文翻译 :    foundation anchouing
• "胶结锚固" 英文翻译 :    bonding anchor
• "胶粘锚固" 英文翻译 :    adhesive anchor; adhesive tie
• "浇注锚固" 英文翻译 :    cast-in anchorage; cast－in anchorage
• "金属锚固件" 英文翻译 :    metal anchorage

• Analysis of stress at anchorage zone of self - anchored concrete suspension bridge
  混凝土自锚式悬索桥锚固区应力分析
• Fatigue test of tensile anchor plates in cable - beam anchorage zones for zhanjiang gulf bridge
  湛江海湾大桥锚拉板式索梁锚固区疲劳试验
• The affection of boundary conditions to the structure ' s stresses in the cable - girder anchorage zone of steel cable - stayed bridges
  斜拉桥索梁锚固区边界条件对结构受力的影响
• Brownjohn j m , pin - qi xia . dynamic assessment of curved cable - stayed bridge by model updating . asce , journal of structural engineering , vol . 126 no . 2 february , 2000
  朱玉,王宜均,杨耀铨等.鄂黄长江大桥塔索锚固区预应力布束方式分析. 2000年全国桥梁学术会议文集
• Relying on the project of sanchaji self - anchored suspension bridge , this thesis analyzes the calculating theory of the cable system and does some significant experimental research on the anchorage system of the self - anchored suspension bridge
  本文依托长沙三汊矶自锚式悬索桥工程,对自锚式悬索桥的主缆系统计算理论、主缆锚固方式和锚固区受力特征进行了研究和试验。
• Construct a three dimensional space finite element analysis model for the part which is most unfavorable for the anchorage zone of cable support tower , caculate its complexion of internal force distribution field , and study some detail costruction which impact the distribution of internal field
  对最不利索塔锚固区，建立三维空间有限元分析模型，计算索塔锚固区的应力场分布情况，并研究一些细部构造对应力场分布的影响。
• The stress of the surface course and nails transfer diffusion , i . e . the surface course and nails transfer the excavating load to the soil that is restricted , so soil among more area take action , which slower the extend of the plastic area , and restrict the increase of the plastic deformation
  面层、钉体的应力传递扩散作用，将坡面开挖荷载传递到土钉锚固区内土体，调动了更大范围的土体抗力，减缓了塑性区域的扩展，限制了塑性变形的增加。
• 6 . the sectional cross - sectional discrete yield - sruface model is used to spandrel deep beams , the effect of the shear deformation to shear force on ( he m ~ terial nonlinearity is considered , ( he bond slip in anchorage zones is regarded as the houndaty nonlinearity of a member . except the geometric nonhineaicty . consideration of double nonlinearities about materials an
  6 、将分段截面离散的屈服面模型法应用于裙梁，考虑剪力剪切变形对材料非线性的影响，将锚固区钢筋的粘结滑移看成构件的边界非线性，不考虑几何非线件，建立了裙梁考虑村料、边界双重非线性的空间滞回曲线分析模型。
• S . consideration of interaction on the nonlinearity about the material , the geometry , and the boundary of the columns subject to axial force . biaxial hending , and torsion , an analytical model of hysteretic curve of columns is presented , based on the sectional cross - sectional discrete yieldsurface inodel , the bond slip in anchorage zones regarded as the boundary nonlinearity of a memher . and the iterative procedure of displacement of inner nodes on the basis of the hamonization of displacement
  5 、根据构件分段截面离散的屈服面模型法，把锚固区粘结滑移看成构件的边界非线，以及基于位移协调的内结点位移迭代法，建立了能考虑构件压（拉） 、双弯、扭的材料、边界、几何非线性相互影响的柱空间滞回曲线分析模型。
• In this thesis , theoretical analysis and full - scale mode test are carried out to research the application of circular prestressing system . some general conclusions obtained can be regarded as the reference of related codes . the research is useful in the structural design and construction practices
  本论文从理论分析和试验两方面对小半径大吨位环向预应力体系在斜拉桥索塔锚固区的工作性能进行了阐述，进而加深了认识，得出了一些普遍的结论，这些可以作为今后制订相关规范等的参考，同时对解决设计和施工中的具体问题具有现实意义。