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Chinese translation for "small displacement"

微小位移

Related Translations:
elastic displacement:  弹性位移
rotor displacement:  转子偏移
displacement hull:  排水壳体排水型船体
displacement type:  排水型
current displacement:  电流位移
ganglia displacement:  残余油滴驱替
fluid displacement:  流体驱替流体位移
displacement behavior:  换位行为取葱为
displacement divelopment:  顶替展开法
displacement coefficient:  排水量长度系数排水量系数
Example Sentences:
1.Benefit dispute caused by the small displacement automobile
背后存在的利益博弈
2.Inspect a small displacement , vacuum sealed to ensure the quality of products control
可检查极小的位移,以确保真空密封产品的质量控制。
3.To the automobile small displacement , the diesel engine is the most popular topic presently
汽车的小排量化、柴油机化是当今时代的最热门的话题。
4.For small displacement u , the oscillator is a duffing - type cubic non - linear oscillator , while for large displacement u , the oscillator approximates to a linear harmonic oscillator
所谓达芬谐波振子是指当位移远小于1时,系统可化为三次非线性振子,而当位移远大于1时,该系统则化为线性谐波振子。
5.According to the principle of linear pile - up of small displacement , the static and dynamic output kinematic errors are synthesized , and the reliability model of the kinematic accuracy of the mechanism is built
应用微小位移的线性叠加原理分别对静态、动态误差进行了综合,建立了机构输出运动精度可靠性分析模型。
6.Under the horizontal earthquake action and wind force , aim at " the pure frame structure with rectangle columns " , " the pure frame structure with special - shaped columns " , " the frame - truss structure with special - shaped columns " and " frame - shear wall structure with special - shaped columns " , earthquake action analysis was done by the spacial finite element method through the changes structural parameter . analyzing systematically " structure vibration mode " , " vibration period " , " structure lateral rigidity " , " seismic action force " , " seismic response force " , " floor seismic shear force " , " lateral horizontal displacement of structure " and " members internal force " . results indicate : ( 1 ) based on equal area , the special - shaped columns replaced the rectangle columns , the structural lateral rigidity enlarges , the lateral displacement minishes obviously , the earthquake response increase slightly , the biggest increasing amount of frame columns axis - compress ratio is smaller than 0 . 08 . the whole aseismic performance of structure has improved ; ( 2 ) when the section ' s length and section ' s thickness ratio of special - shaped columns is smaller than 3 . 6 , the structure benefits to resist seismic action ; ( 3 ) the angle of horizontal seismic action with the whole coordinate is 0 degree , structure earthquake response is bigger , belonging to a control factor of structure aseismic design ; ( 4 ) the frame - truss structure with special - shaped columns and the " a " - brace has the biggest lateral rigidity ; ( 5 ) the frame - shear wall structure with special - shaped columns have bigger lateral rigidity and smaller displacement , members internal force enlarged just rightly , have much superiority of resisting seismic action ; ( 6 ) in the higher seismic fortification criterion region ( 8 degree of seismic fortification intensity ) , aseismic disadvantageous building site ( iii type site ) , adopting special - shaped columns structure system , should reduce possibly the building ' s self - weight in order to reduce the earthquake response ; ( 7 ) the response spectrum method of computing seismic response and the time - history analysis method have similar analysis result
西安理工大学硕士学位论文在水平地震作用下,并考虑风荷载组合,分别对“矩形柱纯框架结构” 、 “异型柱纯框架结构” 、 “异型柱框一析架结构”及“异型柱框-剪结构”等四种结构体系,通过改变结构参数,运用空间有限元方法,进行地震作用计算。系统地分析研究“结构振型” 、 “振动周期” 、 “结构侧向刚度” 、 “结构地震反应力” 、 “楼层地震剪力” 、 “结构侧向位移” 、 “层间位移角” ,以及“构件内力” 。结果表明:在等面积原则下,异型柱代换矩形柱后,结构刚度增大,侧向位移明显减小,地震反应力略有增加,框架柱轴压比最大增幅小于8 % ,结构整体抗震性能有所提高;当异型柱肢长肢厚比小于等于3 . 6时,结构有利于抗震;水平地震作用力与整体坐标夹角为0度时,结构地震作用效应较大,属结构设计的控制因素之一;异型柱框一析架结构采用“人”字斜撑,侧向刚度大于“八”字斜撑和“人一八”字混合斜撑;异型柱框一剪结构侧向刚度大、位移小,构件内力增大适中,是一种抗震性能优越的结构体系:在抗震设防烈度较高地区( 8度)和抗震不利的建筑场地( m类场地) ,采用异型柱结构体系时,应尽可能减轻结构自重,降低地震作用力;分别采用“振型分解反应谱”法和“时程分析”法进行地震作用计算,两种方法所得结果基本一致。
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