斜压场的英文

• baroclinic field

• "斜"英文翻译    oblique; slanting; skew; bev ...
• "斜压" 英文翻译 :    barocline; baroclinic; baroclinity
• "变压场" 英文翻译 :    allobaric field
• "电压场" 英文翻译 :    electrical pressure field; voltage field
• "高压场" 英文翻译 :    high-voltage field; high-voltagefield
• "静压场" 英文翻译 :    static-pressure field
• "偏压场" 英文翻译 :    biasing field
• "气压场" 英文翻译 :    baric field; field of pressure; pressure field
• "声压场" 英文翻译 :    sonic pressure field; sound pressure field
• "正压场" 英文翻译 :    barotropic field
• "斜压波" 英文翻译 :    baroclinic wave
• "斜压的" 英文翻译 :    baroduric
• "斜压力" 英文翻译 :    diagonal compression
• "斜压铃" 英文翻译 :    baroclinic fluid
• "斜压缩" 英文翻译 :    oblique compression
• "斜压性" 英文翻译 :    baroclinicity; baroclinity; barocliny
• "流体静压场" 英文翻译 :    fluid pressure field
• "扫雷水压场" 英文翻译 :    minesweeping hydrodynamic field
• "超斜压区" 英文翻译 :    hyperbaroclinic zone
• "倾斜压力表" 英文翻译 :    tilting manometer
• "倾斜压力计" 英文翻译 :    inclined manometer; inclined pre ure gauge; inclined pressure gauge; pre ure inclination gauge; pressure inclination gauge; tilting-manometer; ynclined-tube manometer
• "倾斜压力角" 英文翻译 :    angle of obliquity of action
• "斜压不稳定" 英文翻译 :    baroclinic instability
• "斜压大气" 英文翻译 :    baroclinic atmosphere
• "斜压海洋" 英文翻译 :    baroclinic ocean

• Moreover , the measured ultimate shear from the tests were compared with that predicted from china design code of reinforced concrete structures , gb50010 2002 , and that from the response2000 , which is based on modified compression field theory by michael collins , both were undertaken before the experiments
  文中还将试验实测承载力与我国现行混凝土结构设计规范抗剪设计公式的预测值和基于修正斜压场理论的抗剪分析程序response2000的分析结果进行了对比。
• ( 2 ) based on deterioration model of owerage bond stress of beam reinforcement accounting for effect of axial compression ration and number of displacement loops , and stress - strain relationship of the concrete in the joint core accounting for effects of both softening and confinement , the modified compression field theory was employed to simulate behavior of the joint core under loading reversals . analysis by means of the program jap on the tested specimens in this paper and those obtained from other researchers produced consistent results
  根据本文建立的考虑轴压比和位移循环次数影响的梁筋平均粘结应力退化模型和考虑软化效应、约束效应的核心区混凝土应力应变关系，通过在试验中得出的节点核心区混凝土、箍筋、节点正面、背面柱筋在反复荷载下的受力特点，利用斜压场理论模拟节点核心区在反复受力过程中的受力状态。