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lateral movement     
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  侧向移动
     Experimental and Clinical Studies on the Lateral Movement Value of the Patella
     髌骨侧向移动值的实验和临床研究
短句来源
     Using the theoretical analysis results for the piles in soils undergoing lateral movement and the numerical simulation based on the finite element method,the sheltering effect of previously driven piles on the soil displacements in soft soils in pile driving engineering is discussed.
     采用侧向移动土中桩的理论分析结果以及有限元数值模拟,较为系统地分析了沉桩工程中已打入桩对土体侧向位移及地表隆起的遮帘作用,结果表明已打入桩对土体侧向位移的总体遮帘作用并不显著。
短句来源
     The shear damage and lateral movement of the rock interval between two tunnels may take place due to earthquakes and construction,which have an unfavorable effect on the safe and the stability of tunnels with small spacing.
     中间岩壁在地震影响下,可能发生错动破坏,而且在施工方法的共同影响下有侧向移动的趋势,这将对小间距隧道的安全稳定产生不利的影响。
短句来源
  横向运动
     Dynamic Analysis for the Lateral Movement of a Lifting Pipe in Deep Sea Mining
     深海采矿扬矿管横向运动动态分析
短句来源
     Convert the lateral movement of the spatial fringes across the detector plane into temporal fringes by use of grating elements.
     通过空间条纹的横向运动在探测器平面上转化为时间条纹通过光栅元件。
短句来源
     Dynamic analysis for the lateral movement of a lifting pipe in deep sea mining is made by using nonlinear finite element method.
     运用非线性有限元方法对深海采矿扬矿管的横向运动特性进行了研究 ;
短句来源
     Aim to this practical problem, the influenceof the lateral movement on the vertical levitation force and the horizontal lateral force was studied in this paper.
     针对这一实际问题,本文研究了横向运动对竖直悬浮力和水平导向力的影响.
短句来源
     STUDIES ON THE INFLUENCE OF THE LATERAL MOVEMENT ON THE LEVITATION AND GUIDANCE FORCE FOR HIGH-TEMPERATURE SUPERCONDUCTOR MAGLEV SYSTEM
     高温超导磁悬浮系统中横向运动对悬浮力和导向力影响的研究
短句来源
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  侧向运动
     By analysis of mechanics of general structure suspension,summarized the suspension design rules under the requirements of longitudinal and lateral movement characteristics of vehicle,set up the multi-body system model of four link rods type suspension and simulate the characteristics of rod type suspension and simulate the characteristics of rod position status and wheel alignment parame-ters of the same time.
     通过对一般结构悬架的力学分析,总结了车辆在纵向与侧向运动特性要求下的悬架设计规则,同时建立了四连杆式悬架多刚体系统模型并对杆件位置姿态和车轮定位参数等特性进行了仿真,经过数值处理获得了四连杆悬架的各项性能。
短句来源
     The uniform mathematical model with 14 DOF is constructed on the foundation of analyzing the steering influencing factor and the intercoupling of vertical and lateral movement. It includes 6-DOF on vertical, pitching, rolling, yaw, lateral and longitudinal movement, 4-DOF on the four unsprung part, and 4-DOF on four tire turning angle.
     以转向影响因素分析,垂向和侧向运动相互影响分析为基础,提出了可用于悬架与四轮转向综合研究的,包含车身垂直、俯仰、侧倾、横摆、侧向和纵向运动6 个自由度,前后左右非悬挂部分4 个垂向自由度和四个转向车轮转角自由度,共14 自由度的统一数学模型。
短句来源
     The experimental results indicated that the lateral movement of saline and sodic groundwater and its evaporation resulted in a significant difference of salt and sodicity distribution between the north and south parts of the experimental plot.
     试验结果显示 ,高盐碱地下水的侧向运动和蒸发形成了试验田南半部和北半部土壤中盐碱度分布的巨大差异。
短句来源
     Nevertheless, the formation of a great earthquake is related not only to the northeastern main compresso stress but also to the lateral movement of the blocks in the northern Tibet plateau.
     但NE向主压应力的作用不是大地震形成的唯一要素 ,与青藏高原北部各地体侧向运动有关。
短句来源
     The simulation example given in this paper is devoted to the fuzzy control of missile lateral movement with the intention of exploring the possible application of fuzzy control to aeronautics.
     本文给出的例子是对某型导弹横侧向运动的模糊控制,意在探索模糊控制在航空中应用的可能性。
短句来源
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  侧方运动
     The maximal mouth open was(44.8±4.4)mm,protrusion was(11.2±6.2)mm,and no significant difference was found in lateral movement.
     正常人群最大张口度为(44.8±4.4)mm,前伸范围(11.2±6.2)mm,左右侧方运动范围无显著性差异。
短句来源
     (3)Maximal mouth opening is 44.8±4.4mm,,protrusion is 11.2±6.2mm,and no significant difference in lateral movement range,Conclusion Jaw tracking deflect to left and inosculated when opening and closing in most person,there is no significant difference between left andright movement range.
     (3)正常人群最大张口度为44.8±4.4mm,前伸范围11.2±6.2mm,左右侧方运动范围无显著性差异。 结论大多数无症状人群的下颌运动轨迹向左侧偏斜,开闭口轨迹基本吻合,左右运动范围无显著性差异。
     Methods Jaw tracking of 21 individuals was recorded with K6-1 system when they did the movement of opening,closing,protruding and lateral movement.
     方法利用K6-Ⅰ评价系统观测记录21例正常人群作最大开口、闭口、最大前伸、左右侧方运动时下颌切点运动轨迹。
     Results During various movements there was significantly more actitity in each muscle than that in postural position except for the contralateral TA,TP during lateral movement.
     结果 在下颌各种功能运动中 ,除侧方运动时双侧TA、TP与姿势位时的肌电活动大小无显著差异外 ,其余各肌均有明显大于姿势位时的肌电活动。
短句来源
     Methods: Jaw tracking of 21 individuals was recorded with K6-Ⅰ system when they performed open,close,protrusion and lateral movement.
     方法:利用K6-Ⅰ评价系统观测记录21例正常人群作最大开口、闭口、最大前伸、左右侧方运动时下颌切点运动轨迹。
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  lateral movement
The lateral movement of the spout, as measured optically, increases with the gas flow rate and has been found to be ± 20-cm wide or wider, and very fast.
      
The hcp martensite thickens by the lateral movement of ledges across the fcc/hcp interface.
      
The thickening kinetics of late α1(α) plates seems to be compatible with the diffusional ledge mechanism, but the lateral movement of superledges along the broad faces of late α1 (α) plates is not observed.
      
Lateral movement may also characterize most men's work lives more aptly than descent or ascent; hence the findings underscore the necessity to rethink the image of movement in both male and female work spheres.
      
Lateral movement of receptor molecules in the plane of the plasmalemma has important implications for signal transduction and receptor regulation, yet mechanisms affecting such movement are not well understood.
      
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A simplified space frame analysis of pile-supported pier struc- ture is proposed based on the assumption that the lateral flexural rigidity of the beam-girder-slab superstructure is very large in comp arison with the lateral flexural rigidity of pile bents such that under lateral loading only rigid body lateral movements and rotation result, And under combined loading with vertical as well as lateral loading, the pier structure system is considered to be a beam-girder-pile space...

A simplified space frame analysis of pile-supported pier struc- ture is proposed based on the assumption that the lateral flexural rigidity of the beam-girder-slab superstructure is very large in comp arison with the lateral flexural rigidity of pile bents such that under lateral loading only rigid body lateral movements and rotation result, And under combined loading with vertical as well as lateral loading, the pier structure system is considered to be a beam-girder-pile space frame composed of bar elements with each joint node having three degrees of freedom in addition to the three rigid body system move- ments. Thus, sufficient accuracy could be obtained through such a simplified space analysis with much less computing efforts than a much rigorous space analysis which is nearly impracticable. Several experimental model testings have been carried out for ver- ification of the analysis with good agreements. Among them, a five- span pier model has been tested for its deformation and stress distri- bution in the space frame under lateral and vertical loadings. Some calculation examples also have been worked out for the inv- estigation of the difference between the space analysis and the conve- ntional plane frame analysis and the characteristics of stress distribu- tion of space frame under different loading conditions.

本义探讨了高桩码头在水平荷载以及垂直与水平荷载同时作用下的简化空间计算,并与模型试验资料进行了比较,得到相当满意的结果。由于码头上部结构的侧向水平挠曲刚度远大于码头排架的侧向刚度,故可将整段码头视作一弹性地基上的刚性梁,从而大大简化了计算工作,并且所得水平荷载在排架上的分配值小于日前规范规定值甚多。在此基础上对水平动载以及对装配整体式码头在垂直荷载及水平荷载同时作用时按有限杆单元进行了简化空间计算,与试验结果相当接近,说明按空间计算码头排架内力较目前采用的平面计算可减少15~20%,从而表明码头结构尚有一定的潜力可挖。

In this paper, the data of focal depths of a alrge number of earthquakes which occurred recently in the Qinghai-Xizang plateau and its vicinity are analysed. We find that not only there are widely distributed shallow earthquakes in this region, but also there are regularly distributed intermediate shocks. These intermediate earth-quakes form three seismic zones in this region.The first zone stretches along the plate convergence zone. The planes of foci in the Hindukush and in the India-Burma mountain arc which...

In this paper, the data of focal depths of a alrge number of earthquakes which occurred recently in the Qinghai-Xizang plateau and its vicinity are analysed. We find that not only there are widely distributed shallow earthquakes in this region, but also there are regularly distributed intermediate shocks. These intermediate earth-quakes form three seismic zones in this region.The first zone stretches along the plate convergence zone. The planes of foci in the Hindukush and in the India-Burma mountain arc which are located in the two flanks of Indian subcontinent are north-dipping and east-dipping respectively toward Asian continent. But the planes of foci of intermediate earthquakes in the Indus and Yarlung Zangbo River convergence zone are all southward dipping. The second zone is located in the areas of the Pamir, the West Kunlun mountain and the northern margin of the Qaidam Basin. The planes of foci here are all south-dipping. The third zone is located in the southern margin of the Tianshan. The plane of foci is south-dipping too.If the above-mentioned inclined focal planes along which many intermediate earthquakes occurred, is taken as the subduction zone, then there are three south-dipping lithospheric subduction zones from the Himalayas to Tianshan. The existence of the three southward inclined lithospheric subduction zones implies that it was the Asian plate rather than the Indian plate which has been subducted.If we regard the depth of the subduction zone as the part disappeared in the mantle, then the Asian continental crust along the above three subduction zones has shortened at feast 300-700 kms since the India-Eurasia collision.The discontinuous distribution of the intermediate earthquake zones indicates recent activity of some strike slip faults. The large displacements of some strike slip faults show that the lateral movement between the blocks is closely related to the northward movement of the Indian plate.In the last part of this paper, we proposed a model on the origin of three south-dipping subduction zones in the Asian continent.

本文分析了青藏高原及其邻区大量近期地震的震源深度分布资料,发现中源地震不仅分布在众所周知的兴都库什和印缅山弧一带,而且在印度洋板块与欧亚板块汇聚带印度河—雅鲁藏布江以南,以及欧亚板块内部的帕米尔、西昆仑、柴达木和天山南缘一带也有中源地震分布,它们构成了这一地区三条向南倾斜的震源带。 这些中源地震震源带的存在表明,向北运动的印度次大陆与亚洲大陆碰撞以后,印度次大陆北缘本身并没有消减,而是迫使亚洲大陆通过三条向南倾斜的岩石层消减带产生了大规模的消减作用。 中源地震在平面上分布的不连续性,揭示了这一地区的许多条走滑断层的现代活动。这些走滑断层的巨大位移显示了青藏高原内部各块体之间的横向运动也是很可观的。 最后,提出了亚洲大陆多条南倾消减带的形成和发展模式。

In this paper, single pile lateral load capacity has been analyzed, based upon test results on four cast-in-situ concrete piles installed with "jetting and suction" drill, different in length, diameter and percentage of reinforcement.Criteria for determining single pile critical cracking load have been investigated. For three of the four piles were instrumented, and bending moments on different sections have been figured from measured REBAR stresses on these sections; such bending moments figured from...

In this paper, single pile lateral load capacity has been analyzed, based upon test results on four cast-in-situ concrete piles installed with "jetting and suction" drill, different in length, diameter and percentage of reinforcement.Criteria for determining single pile critical cracking load have been investigated. For three of the four piles were instrumented, and bending moments on different sections have been figured from measured REBAR stresses on these sections; such bending moments figured from REBAR stresses have been compared with theoretical values of bending moments computed from four methods currently accepted at home and abroad. Values of soil moduli have been back-figured from measured pile-head lateral movements at ground level, and a tentative rule for variation of soil moduli as a function of pile-head displacement has been suggested. Computed pile-head angular displacements have been compared with values measured in the field. Finally, influences of variation in pile length, diameter and percentage of reinforcement on the lateral load capacity for single-piles are preliminarily studied.

本文通过现场4根不同桩长、桩径和配筋率的冲吸式钻孔灌注桩横向荷载试验,分析了单桩的横向承载力问题。并探讨了单桩临界开裂荷载的确定方法,其中3根试桩通过钢筋应力计量测了桩身弯矩,与国内外常用计算方法所得的理论值进行比较;根据桩顶实测位移反算了地基系数随位移变化的规律;并将实测桩顶转角值与理论计算值作了比较;还初步探讨了不同桩径、桩长和配筋率等对单桩横向承载力的影响。

 
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