扭转角的英文

• angle of distortion
• angle of thread
• angle of torque
• angle of torsion (angle of twist ）
• torsion angle
• twist angle

• "扭转"英文翻译    turn round; turn about
• "角"英文翻译    role; part; character
• "断裂扭转角" 英文翻译 :    angle of torsion at break
• "负扭转角" 英文翻译 :    angle of negative torsion
• "工作扭转角" 英文翻译 :    working torsion angle
• "滑流扭转角" 英文翻译 :    slipstream turning angle
• "极限扭转角" 英文翻译 :    ultimate torsion angle
• "空转扭转角" 英文翻译 :    leerlaufverdrehwinkel idle stage wind-u angle
• "扭转角度" 英文翻译 :    angle of torsion
• "扭转角度位" 英文翻译 :    torsional deflection
• "正扭转角" 英文翻译 :    angle of positive torsion
• "钻柱扭转角" 英文翻译 :    pipe wind-uangle
• "单位长度扭转角" 英文翻译 :    angle of twist per unit length
• "轴的单位长度扭转角" 英文翻译 :    angle of twist per unit length of shaft
• "转矩与扭转角关系曲线" 英文翻译 :    torque twist curve
• "转角" 英文翻译 :    corner; diversion; street corner; nook
• "扭转" 英文翻译 :    1.(掉转) turn round; turn about 他扭转身子, 向车间走去。 he turned round and headed for the workshop.2.(纠正; 改变) turn back; reverse; remedy 扭转经济效益差的状况 remedy poor economic returns; 扭转企业亏损 eliminate enterprise losses; 扭转局势 turn the tide; reverse a trend; 扭转被动局面 put an end to a passive state of affairs; regain the initiative3.torsion; torsioning; twist; cockling; torsional deflection; distortion; twisting
• "矩形和正方形铜和铜合金管扭转角的测试方法" 英文翻译 :    standard test method for angle of twist
• "爱转角" 英文翻译 :    dj jerry remix; yabu
• "刀转角" 英文翻译 :    swivel angle
• "翻转角" 英文翻译 :    flip angle
• "滚转角" 英文翻译 :    roll angle
• "回转角" 英文翻译 :    angle of revolution; angle of rotation; angle of turning; circle reverse
• "基转角" 英文翻译 :    elementary angle of rotation
• "急转角" 英文翻译 :    zag

• Standard test method for angle of twist in rectangular and square copper and copper alloy tube
  矩形和正方形铜和铜合金管扭转角的标准试验方法
• When analyzing skew support continuous curved box girder bridge , curved grid girder analyzing method considering warping effect is applied . matrix displacement method is applied in analyzing skew support continuous curved thin - walled box girder bridge with restrained bearing . in order to convert original rigidity equations to structural rigidi ty equations that can be solved , bearing nodal displacement matrix can be introduced , then unknown quantities at the edge of beams can be consistent with the restrained directions of skew bearings , unit rigidity matrix and unit nodal forces can be gained . structural rigidity matrix can be composed according to matrix displacement method , so nodal displacements and inner forces on the end of the rod that are unknown can be gained calculating equations of inner forces on any cross - section can be solved
  分析斜支承连续曲线箱梁桥时，采用考虑翘曲作用的曲线格子梁分析方法，应用矩阵位移法对具有约束支承形式的斜支承连续曲线薄壁箱梁桥进行分析，考虑到支座的约束条件并不与梁端弯曲角位移和扭转角位移的方向一致，引入支座节点坐标矩阵，使得梁端的位移未知量与斜支座约束方向一致，来计算单元刚度矩阵和单元节点力，然后按照矩阵位移法组集总刚并建立结构刚度方程，根据结构刚度方程即可求解未知的节点位移及杆端力，推导出任意截面处的内力计算公式。
• Methods ： fifty paired embalmed cadaveric humeri ( twenty - five pairs : fourteen from male donors and eleven from female donors ) were scanned in medial - lateral ( ml ) and anterior - posterior ( ap ) position according to the humeral retroversion by ct . images of the humeri in the transverse planes at the lowest border of neck ( lbn ) , 20mm and 40mm distal of lbn ( lbn - 20 、 lbn - 40 ) , isthmus , head - neck anterior - posterior ( hn - ap ) were obtained . sixty - one extracortical and intracortical parameters were measured exactly by image analytic computer software that included offset , head position , head - shaft angle , head to tuberosity height ( ht ) , head thickness , curvature radius , articular surface arc ( sa ) , neck diameter , isthmus position , proximal and distal border of isthmus , maximum coronal and sagittal diameter of medullary canal and thickness of cortical bone in four planes , including lbn , lbn - 20 , lbn - 40 and isthmus
  方法： 50根成对防腐肱骨(男14对，女11对)按肱骨头扭转角置于冠状位和矢状位，行肱骨全长，头颈矢状面，解剖颈下缘及其下20mm 、 40mm ，髓腔狭窄部四平面ct扫描，由ct软件测量冠、矢状位髓腔内外参数共61项，包括头心?干轴距，头位置，头干角，头?结节高度差，头厚度，头半径，关节面张角，解剖颈直径，髓腔狭窄部位置，解剖颈下缘及其下20mm 、 40mm和狭窄部四个平面髓腔的最大冠、矢状径，皮质骨厚度等。
• The main work includes : for the torsional vibrations of a rigid disk on saturated media , first , the dynamic governing equations are solved by the use of hankel transform and the general solutions in the hankel transform fields are formulated . then , considering the mixed boundary - value condition , the dual integral equations of the torsional vibrations of a rigid disk on saturated grounds are obtained , which can be reduced to the fredholm integral equations of the second kind and solved by numerical procedures . consequently , the dynamic compliance coefficient curves and the torsional angle amplitude curves versus the dimensionless frequency are presented and contrasted to that of the elastic one
  在前人研究的基础上，本文基于陈龙珠等曾提出的一组实用饱和土波动方程，用解析或半解析的方法首次较系统而深入地研究了饱和半空间地基与基础的扭转振动问题，主要工作有：对于饱和地基上刚性圆板的扭转振动，作者首先采用hankel变换求解了动力控制方程，得到了该控制方程在hankel变换域内的通解，然后由混合边值条件建立了饱和地基上刚性基础扭转振动时的对偶积分方程，并将其化为易于数值求解的第二类fredholm积分方程，用数值方法计算了基础的动柔度和扭转角幅值与振动频率的关系曲线，并将其与单相弹性介质情况进行了对比分析。
• The displacement and tortion caused by dead load and prestressing force in cantilever casting period are provided . some proposals are offered for design and construction in this paper . all these results will not only aid the bridge engineering design and construction , but also provide more useful information for further research on static behavior of curved - girder
  本文对大跨度曲线箱梁桥的施工控制问题进行了专项分析，给出了曲线箱梁桥施工过程中由自重、施工预应力等因素所引起的位移、扭转角等效应。
• The principal axis torsion angle , produced by torque , is converted to two channel square waves with phase difference through grating sensor . then the degree of torsion angle is measured by data collection card . finally the value of torque and the other parameters of the axis can be calculated by upper pc
  将主轴受扭矩作用而产生的扭转角，通过光栅传感器转换为两路有相位差的方波信号，再通过数据采集系统检测出扭转角的度数，最后由上位pc机计算出扭矩的大小和主轴的各种参量。
• The whole building can be equivalent to a cantilever bar , and the structural total displacements can be divided into parallel displacement and rotational displacement based on the harmonize condition of displacement , and the parallel shear and the rotational shear of the elements can be accordingly obtained by selecting the renegade body from top to bottom in turn
  根据位移协调条件，将结构的位移分解成平动与转动成分，得到相应的结构平动时构件所承担的剪力与结构转动时构件所承担的剪力，再根据力的平衡条件，推导出双向地震作用下考虑构件抗扭刚度时结构的线弹性扭转角，并对构件的剪力及变形进行了修正。
• Referring to three kinds of plan irregularity , structures individually with four kinds of irregularity as eccentricity in one direction , eccentricities in two directions , re - entrant corner irregularity and diaphragm discontinuity have been analyzed to investigate the relationship between torsion effects and parameters of above irregular structures . the parameters and the schemes for determining the scope of structures with different kind of irregularity considering seismic action in two directions simultaneously are proposed , some conclusions have been get as following : it is indicated by the analysis results that torsion effect has no dependency relation with eccentric torsional angel adopted in code for seismic design for buildings . it is suggested that the eccentric torsional angel should not be take as the parameter of torsion effect of structures considering seismic action in two directions simultaneously ; for the structures with regular plan and elevation and with eccentricity in one direction due to irregular mass layout , the relative eccentricity can be take as the parameter of torsion effect of structures considering seismic action in two directions simultaneously ; for the structures with regular plan and elevation and with eccentricities in two directions due to irregular mass layout , the ratio of relative eccentricities in two directions and the angel of them can be take as the parameters of torsion effect of structures considering seismic action in two directions simultaneously ; it is indicated by the analysis results that the torsion effect has no dependency relation with re - entrant corner ratio adopted in code for seismic design for buildings as
  所取得的主要结论有：结构的扭转效应与《抗震规范》所采用的扭转不规则指标即偏心扭转角之间的相关性较差，偏心扭转角不宜作为判断结构是否计及扭转效应及需考虑双向水平地震作用的界定指标；对于楼层间均匀偏心的多层单向偏心结构，建议采用相对偏心距作为需考虑双向水平地震作用的界定指标，并给出针对不同平面尺寸的界限相对偏心距；对于楼层间均匀偏心的多层双向偏心结构，建议采用两个主轴方向的相对偏心距及其夹角作为界定指标，结合单向偏心结构的界定方案进行需考虑双向水平地震作用的结构范围界定；凸凹不规则结构的扭转效应与凸凹比例无正相关关系， 《抗震规范》要求所有平面布置不对称的凸凹不规则结构计及扭转效应的规定欠妥当，建议凸凹不规则界限值从30改为15 ，只要求分析采用空间模型比较合适； 《抗震规范》关于有效楼板宽度较小的结构需计及扭转效应的规定很有必要，楼板局部不连续的结构需采用符合楼板实际刚度的计算模型予以分析，可使用相对偏心距（及其夹角）参照单向（和双向）偏心结构的界定方案，界定楼板局部不连续结构是否需要计入双向水平地震作用下的扭转效应。
• Lastly , previous vane are analysed by fluent , we calculate the pressure distribution chart and report chart of each wing form , then alter the torsion angle and the airfoil form of the vane respectively , finally ascertain the influence curve of the torsion angle and the airfoil form of the vane on which act the lift power
  最后,通过fluent对设计出的叶片分析,得出其压力分布图和报告图。然后从改变叶片的扭转角度和翼型两个方面分析其对升力和阻力的影响。得出叶片的扭转角和翼型对升阻比的影响曲线,在文章的结尾部分估算了无人机的一些性能参数。

• 扭转角的法语：angle de torsion
• 扭转角的日语：ねじり角 ゆがみかく ねじりかく ゆがみ角 ねじれ角 ねじれかく