侧向位移的英文

• lateral displacement
• lateral movement
• lateral shift
• side movement

• "侧向"英文翻译    side direction; crossrange
• "位移"英文翻译    displacement; shift; drift; ...
• "等侧向位移线" 英文翻译 :    isothism
• "横向移动；横向位移；侧向位移" 英文翻译 :    lateral movement
• "垂向位移" 英文翻译 :    vertical deviation
• "法向位移" 英文翻译 :    heave; normal displacement
• "横向位移" 英文翻译 :    crosswind displacement; lateral displacement; lateral drift; lateral shift; pressure pattern displacement; transversal displacement; transversal shift; transverse displacement; transverse distribution
• "径向位移" 英文翻译 :    radial displacement
• "逆向位移" 英文翻译 :    upstream shift
• "切向位移" 英文翻译 :    tangential di lacement; tangential displacement
• "竖向位移" 英文翻译 :    vertical displacement
• "轴向位移" 英文翻译 :    axial di lacement; axial displacement
• "轴向位移，保护" 英文翻译 :    axis disprotection
• "纵向位移" 英文翻译 :    fore-and-aft motion; fore-and-aft travel; length travel; lengthwise displacement; longitudinal displacement; longitudinal travel
• "走向位移" 英文翻译 :    strike slip
• "滨线负向位移" 英文翻译 :    negative displacement of the strand line
• "侧斜轴向位移" 英文翻译 :    skew-induced rake
• "齿轮轴向位移" 英文翻译 :    gear axial di lacement; gear axial displacement
• "横向位移损耗" 英文翻译 :    lateral displaceent loss; lateraldisplaceentloss
• "接头轴向位移" 英文翻译 :    joint axial deformation
• "小轮轴向位移" 英文翻译 :    pinion axial di lacement; pinion axial displacement
• "轴向位移压缸" 英文翻译 :    axial displacement cylinder
• "纵向位移阻力" 英文翻译 :    resistance to longitudinal displacement
• "顺向位移键控器" 英文翻译 :    downstream keyer
• "轴向位移保护设施" 英文翻译 :    axial displacement protective device

• Precipitation uplifts ground water level and weakens shearing strength of soil , thus results in large displacement in side direction
  大气降水抬升了地下水位，并削弱了土体的抗剪强度，从而使得土体的侧向位移迅速增大。
• By contraries , lateral displacements are more in frame that include more flexible connections . finally , the formulas of moment of semi - rigid beam are derived
  而非支座结点在不同荷载步下的侧向位移则明显小于初始转动刚度较小的时候。
• The calculative results indicate that geogrids can effectively decrease lateral , asymmetrical and heaved displacement , and also can reduce the vertical settlement to a certain extent
  计算结果表明：土工格栅能较大地减小软基路堤的侧向位移、减小不均匀沉降和堤外隆起，在一定程度上减小路堤的最大沉降。
• At that point , it traveled at practically a right angle to the direction of the sun and earth , so any force toward the sun or earth will be noticed by a sideways displacement of the probe
  在此处，由于太空船路径与太阳和地球的连线成直角，所以任何朝向太阳或地球的作用力，都将藉著探测器的侧向位移显现出来。
• For the information construction , a improved back - propagation artifical neural network is used to predict the level displacement and lateral displacement of timbering stake . nonlinear regression prediction of deformation has been achieved
  为了做到信息化施工,以改进的bp人工神经网络为基础,建立了支护桩水平位移和侧向位移的预测模型,实现对基坑变形的非线性预测。
• The results show that the ultimate bearing capacity can be increased 10 % - 40 % and the lateral displacement and vertical settlement can be decreased 20 % - 50 % and 30 % - 50 % respectively , if the sand foundation is reinforced by geogrid
  由模型试验测量结果得知，在砂土地基中铺设塑料土工格栅，可以使承载力提高10 % ~ 40 % 、侧向位移量减少20 % ~ 50 % 、地基轴线处竖向沉降减少30 % ~ 50 % 。
• Abstract : this paper has shown that t he research on static test of equivalent wind load for 1 / 33 model of jiaoyin fin ance building . the lateral deflection and strain values of main components have b een tested and the vationdity of structure design has been verified by test resu lts
  文摘:本文采用微粒砼制作了交银金融大厦的1 / 33模型,进行了等效风荷载静力试验研究,测得了结构在风荷载作用下的侧向位移以及主要构件的应变值,验证了结构设计的合理性。
• Bio 2002 project also offered the opportunity for three reporters from major commercial daily newspapers and biotechnology industry magazine to attend the conference and post bio visits . more than 23 articles were printed concerning this event and 12 of them were specifically related to canadian biotechnology industry
  这些防振系统让建筑师与工程师们在设计与选用建材时更有弹性，尤其当在设计及建材的选择上还必须考虑建筑体侧向位移的问题时，更显出防振系统的重要性。
• 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。
• Otherwise the fundamentally of choice of base type and groundsill disposal scheme is expatiated ; the effect of the rigidity enhanced layer for increasing of horizontal stiffness and restriction of displacement is analyzed . in the article , the optimization design of beam and plate is produced , and it is analyzed that the application of non - felt prestressed concrete beam and plate decrease the layer height and the cost
  文章从基础方案的比选和优化，阐述了基础选型和地基处理方案选择优化的重要性；分析了在高层建筑中设置刚性加强层对增加水平刚度、限制侧向位移的作用，同时介绍了梁板设计的优化，分析了采用无粘结予应力梁板对于减小层高节约造价的重要意义。