扭转作用的英文

• twist action

• "扭转"英文翻译    turn round; turn about
• "作用"英文翻译    act on; affect
• "滑流扭转作用" 英文翻译 :    spiral effect of slipstream
• "抗转绳(使各层的扭转作用相互抵消)" 英文翻译 :    anti-rotating rope
• "倒转作用" 英文翻译 :    overturning
• "翻转作用" 英文翻译 :    inversion; inverting action
• "回转作用" 英文翻译 :    gyroscopic action
• "逆转作用" 英文翻译 :    oversteepening
• "偏转作用" 英文翻译 :    deflecting action
• "旋转作用" 英文翻译 :    spin function; spinfunction
• "移转作用" 英文翻译 :    displacement
• "光照逆转作用" 英文翻译 :    photoreactivation; photoreversal
• "甲基移转作用" 英文翻译 :    transmethylation
• "逆转作用,逆效果" 英文翻译 :    reverse effect
• "肽基移转作用" 英文翻译 :    transpeptidation
• "酰基移转作用" 英文翻译 :    transacylation
• "磷酸根移转作用" 英文翻译 :    transphosphorylation
• "肾上腺素倒转作用" 英文翻译 :    reversed adrenaline effect
• "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
• "转作资本" 英文翻译 :    profit allocation-transfer into capital
• "货物中转作业" 英文翻译 :    transshipment operation of goods
• "利润转作投资" 英文翻译 :    profit reinvestments
• "转作居屋大厦" 英文翻译 :    transferred block
• "臂扭转" 英文翻译 :    brachiostroophosis
• "肠扭转" 英文翻译 :    [医学] volvulus

• An experimental study on concrete - filled steel tubes under bending and torsion is conducted . the experimental stress analysis shows that values of practical critical stress of the steel tube correspond well with mises yielding rule
  离心钢管混凝土管在不同弯扭加载路径作用下，其扭矩与转角的关系在各阶段特点趋势与纯扭转作用下的情况基本相似。
• The earthquake responses of the asymmetric - plan structure are researched and the main factors that influencing the structure ' s response are established . the influences of the earthquake type and the earthquake input in two directions are also researched . the effectiveness of regulation for the irregular rc frames in the code for the seismic design ( gb50011 - 2001 ) is discussed using the flexibility - based fiber - models beam - column elements in the 3d nonlinear analysis program
  本文结合国家自然科学基金资助项目“结构非线性地震扭转作用和扭转效应的研究” (项目批准号： 59978055 ) ，对平面不规则结构的地震反应规律进行了深入研究，明确了影响平面不规则结构地震反应的主要结构参数，研究了不同地震动类型和双向水平地震输入对结构扭作用和扭转效应的影响；采用基于有限元柔度法的纤维模型梁柱单元，建立钢筋混凝土框架结构三维非弹性地震反应动力分析程序，对依据我国建筑抗震设计规范( gb50011 - 2001 )设计的不规则结构进行地震反应模拟分析，讨论了现行设计方法的有效性。
• From above analysis , the thesis gets conclusions as following : ( 1 ) the frequencies of multi - tower building are so dense and the coupling in each mode is so evident that the cqc method instead of srss should be used to calculate the seismic action effect ; ( 2 ) torsion effects is distinct between the modes of asymmetry multi - tower structure and it is necessary to take translation - torsion coupling into account ; ( 3 ) the effect of the enlarged base rigid on the seismic properties is very big , the rigid ratio of the enlarged base to towers in asymmetry multi - tower structure should be designed in a proper range ; ( 4 ) the distribution of plane rigid is asymmetry because of the asymmetry layout of towers . the torsion effects of structure not only result in large torsion internal force in vertical element resisting lateral displacement , but also make large influences on the stress of transfer plate and near floors , thus it is necessary to strengthen those floors
  通过上述分析，得出以下主要结论：多塔楼结构存在频率密集现象，各振型间耦联效应明显，地震作用计算应采用cqc组合原则而不能简单地采用srss组合原则；非对称多塔结构的振型中，扭转作用明显，平扭耦联效应值得考虑；裙楼刚度对整体结构的抗震性能影响很大，非对称多塔结构宜控制裙楼与塔楼刚度比在适宜的范围；非对称多塔易导致平面刚度分布不均匀，结构扭转效应不仅在竖向抗侧构件中引起较大的扭转内力，对转换层楼板应力有较大的影响，且延续至相邻楼层，对相应楼层均应采取相应的加强措施。
• It shows that the result of resistance under bending and torsion by this method is almost same as that of experiments . correlate equations of bearing capacity of this structure under complex loads are deduced . four expressions of bearing capacity of this structure under complex loads , which are press , bending and torsion , are deduced in the end
  最后利用轴压、弯曲和扭转作用的两两组合作用下的极限承载力相关方程，通过适当的简化处理，就得到偏于安全的离心钢管混凝土构件在轴压、弯曲和扭转三种荷载共同作用下的承载力计算公式。
• Third , a theoretic approach based on total theory of plasticity is for the first time applied to analyze elastoplastic torsion rigidity of the tubular , and the results are well proved by the test data . also for the first time , the plastic stability of the spiral skew stiffening shell is studied . it is shown in the experiments that there is the comparability between the stability of the members at plastic limit and that of the thin - shelled steel tubular with the spiral skew stiffening concrete rib
  本文首次分析了扭转作用下的螺旋斜向加劲壳的塑性稳定性问题，还根据试验观象的观察，对构件在塑性极限时的状态，简化为内壁衬朽螺协刹向加劲混凝土肋的薄壁钢管的塑性稳定问题，利用塑性壳体稳定理论进行了探讨。
• In this thesis , the resistance performance of concrete - filled steel tubes under simple load is summed up first . according to the resistance expressions under press and bending , a concise formula of resistance under torsion is deduced on the ground of two former formulae . the format of this formula is of good similarity with that under press and bending
  在对比了原有的两种计算方法的基础上，对离心钢管混凝土构件在纯扭转作用下的极限承载力公式，提出了与结果试验更加吻合、形式上更为简洁的抗扭承载力实用计算公式，在形式上与轴压和弯曲承载力公式统一起来。
• After pretorsion the successor tensile yield limit and strength limit both improved very highly , but the trend of the increase of the strength limit was suspended till the pretorsional capacity reached 17 , when the pretorsional capacity was greater than17 ( prestrain value was 81 . 19 % of total strain ) , the successor strength limit rapid failed and approached the yield limit . this illustrate the a3 steel specimen translate from plasticity into friability after pretorsion strengthen . when the specimen was operated by tension - torsion action , the yield limit had very large improved , but the strength limit changed very little . furthermore , the trend of the increase of the strength limit was suspended till the pretension capacity reached 0 . 25 ( prestrain value was 66 . 93 % of total strain )
  A3钢试件在预扭转后，后继拉伸屈服极限和强度极限均有很大提高，但强度极限的增大趋势到预扭转量为17为止，预扭转量大于17 (预应变值为总应变的81 . 19 )后强度极限迅速下降，与其屈服极限接近，这说明a3钢试件经预扭转强化后逐渐由塑性转化为脆性。该预应变值为a3钢试件的韧脆转变点。 a3钢试件在拉伸-扭转作用下，屈服极限有很大提高，但强度极限没有多大改变，而且，屈服极限的增大趋势到预拉伸量为0 . 25应变(预应变量为总应变量的66 . 93 )后就不再增加。

• 扭转作用的日语：ねじりさよう ねじり作用