查询词典 lateral column

Objective:to investigate the treatment outcome of ao/asif clavicular hook plate in the treatment of acromioclavicular joint dislocation (tossy grade ⅲ)and unstable lateral clavicular fractures (neer type 2).methods: from february 2004 to march 2007,23 patients with unstable lateral clavicular fractures (neer type 2),2 patients with no-union lateral clavicular fractures and 5 patients with acromioclavicular joint dislocation (tossy grade ⅲ) were treated with acromioclavicular hook plate.

目的：探讨ao/asif锁骨钩钢板治疗锁骨骨折和肩锁关节脱位的疗效。方法：对2004年2月～2007年3月我科收治的30例得到完整随访资料的锁骨骨折和肩锁关节脱位的患者进行回顾性分析，其中，应用锁骨钩钢板治疗的新鲜锁骨外端不稳定骨折23例，陈旧性锁骨外端骨折骨不连患者2例，tossy grade ⅲ度肩锁关节脱位5例。

Therefore, the homologous maximum lateral force and maximum displacement individually represented ultimate lateral force and ultimate displacement. Moreover, when the specimen bore ultimate lateral force, a certain percentage of the dissipating energy was defined as the energy that reinforced concrete columns could dissipate when yielding. As a result, the displacement of the cycle homologizing the dissipating energy when yielding became yield displacement.

至於降伏位移的决定则由以下的方式来决定，利用试体达极限强度时，其所能消散的能量的某一百分比，而此一百分比能消散的能量即定义为钢筋混凝土柱降伏时所能消散的能量，因而降伏时所能消散的能量所对应之循环的最大位移即为降伏位移。

The penetration of the pipe, the lateral resistance of the soil, lateral resistance coefficient, the lateral soil mounding are obtained by altering the pipeline submerged weight, environmental conditions, pipeline diameter and soil parameters.

通过改变管道水下重量、环境条件、管径、土性参数等，对海床上管道的运动行为进行研究。

At the same time, gene interaction was observed in some of characters, transgressive segregation gene interaction was observed in polygenes controlling length of axial root and thickness of root base （ 1cm）, complementary gene interaction was significantly detected in nodule number of lateral root and dry weight of lateral root and nodule number of lateral root, but not detected or significant in the others.

控制主根长性状的多基因间存在互作，互作方式为重叠作用；控制主根粗（3cm）性状的基因间也存在一定的重叠作用，但是作用不明显；控制其他性状的基因都存在互作，表现为互补作用，但互补作用的强弱有差异。

The lateral displacement of the frame structure coursed by the bending of beam and column is belonged to shearing type, the lateral displacement coursed by the axised deformation is belonged to bending type.

框架由于梁、柱弯曲变形所产生的侧移属于剪切型，而由柱的轴向变形所引起的侧移属于弯曲型。

And getting two formulas:(1) Story lateral stiffness of special-shaped column frame structure.(2) Element stiffness matrix of special-shaped column.

得到了二个研究成果：(1)异形柱框架的抗侧移刚度公式；(2)异形截面杆的单元刚度矩阵，并在此基础上，编制了异形柱结构内力分析程序。

Tests of three interior and three edge slab-column connections are studied in this paper. The properties of connections under vertical load and lateral reversed load are analyzed. The load-displacement hysteretic curve, development of crack, energy dissipation capacity and failure mode of slab-column connections are studied.

本文首先进行了六个板柱节点在竖向剪力和低周反复荷载作用下的试验研究，探讨了节点不平衡弯矩、板厚、柱截面尺寸、板配筋率等对节点受力性能和抗震性能的影响，分析了节点的荷载-位移滞回曲线、裂缝开展、延性性能和破坏形态等。

The ultimate displacement and distortion capacity are increased obviously by the construction measures because the frame composed of structural column, crout column and sill ring beam is formed to resist the action of lateral loads after cracks are appeared in walls, then the safety of walls is improved.

而从极限位移的情况看来，采取了构造措施后的墙体，其极限位移也有明显的提高，说明墙体开裂以后，构造柱、芯柱、窗台圈梁组成一个受力框架来更多的承受水平荷载，从而提高了墙体的极限位移、刚度以及延性，也增大了墙体的安全储备。

Then base on concept of energy dissipation, hysteretic behaviors of RC material, and experiential factors obtained from shaking table tests with repeated excitation, a deterioration rule for RC column after multiple earthquakes is established. According to the failure mode and damage condition in previous earthquake, the rule makes lateral force-deflection curve of RC column deteriorated by reducing stiffness and strength.

本文再根据能量消耗概念与RC材料之恢复力环特性，及由多次加载振动试验结果所得之经验参数，尝试建立RC柱构件之多次震害后折损规则，依构件破坏模式不同，对每次震后侧力-变形曲线加以刚度与强度逐次折减。

Analysis revealed that, though the smaller tubes are eccentric to the centroid of the column, the lateral braces to the column could still be effective.

实践中，该墙檩对提高边柱的侧向稳定起到了一定作用，但却缺乏必要的设计理论支持。

We are forbidden from giving money to these shoeless, skinny children, as this will perpetuate begging.

向光着脚，骨瘦如柴的孩子施舍是不可以的，因为要招来无休无止的乞讨。

It would be hard not to fall victim to some sharpeyed policeman.

要想不被某个目光锐利的警察抓到，谈何容易。