查询词典 lateral column

A 3- or 4-hole mini-fragment plate is then contoured to fit anteriorly along the lateral column of the humerus.

解剖学复位后，最终的固定要用2或3个微片或无头镙钉从侧向前以拉力方式植入。

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。

TMS-MEP was sensitive to the injury of front and lateral column of spinal cord.

MEP的改变与后肢功能变化及镜下脊髓病理改变一致。

So MEP could be used to evaluated injury of anterior and lateral column of spinal cord.

MEP的波幅改变很为稳定，各个动物之间差异很大，用其作为观察指标是不准确的。

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。

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。

The main research contents are as follows:1. Through massive calculation, analysis and comparison, sum up the similarities and differences between the special-shaped cross sections and rectangular cross sections in mechanical features, between reinforced concrete special-shaped columns and rectangular columns in load-bearing capacity, ductility performance and provide necessary basic concepts and data for further understanding the characteristics of the special-shaped columns;2. Through massive elastic calculations and elasto-plastic analysis, under the preconditions of satisfying the code's requirements for axial compression ratio, limit value of lateral displacement and load-bearing capacity of normal section,oblique section and beam-column joint, under circumstances of different intensity of earthquake, structure dead weight, sort of site and column grid bay dimension, the variation regularity of maximum suitable height of structure, and thus sum up the maximum suitable height of structure for code for the purpose of macro-control while deciding the design scheme;3. Make a preliminary study on the stress feature of reinforced concrete special-shaped column and Z-shaped column of which the ratio of limb length to limb thickness is between 4~5 ,and the preliminary design method is suggested;4. Through elato-plastic time history dynamic analysis of typical projects, check up the weak storey of the special-shaped column structure and yielding, breaking and collapse mechanism to satisfy the earthquake resistant requirement to buildings of remaining stand under strong earthquake;5. Derive for project use simplified calculation formula of vibration period, suitable vibration period, suitable rigidity of special-shaped column structure through theoretical analysis, and provide an easy and practical method for deciding the structure scheme economically, safely and reasonably;6. Based on the study achievements in theory and massive analysis and calculations of this paper, sum up the regularities of inner force, deformation of special-shaped column structure and seismic conceptual design, and thus the suggection of seismic design of special-shaped column structures is presented.

本文研究的主要内容如下：通过大量的计算、分析和对比，总结出异形截面与矩形截面在力学特性、钢筋混凝土异形截面柱与矩形截面柱在承载能力、延性性能等方面的异同，为深入了解异形截面柱的特点提供必要的基本概念和数据；通过大量的弹性及弹塑性计算分析，在满足规程对轴压比、侧移限值及正截面、斜截面、节点承载力抗震验算要求的前提下，在不同抗震设防烈度、结构自重、场地类别及柱网开间尺寸情况下最大适宜高度的变化规律，并在此基础上总结归纳出异形柱结构的最大适用高度规定，可用于规程，以便于在确定方案时起到宏观控制的作用；对肢长与肢厚比在4～5的钢筋混凝土异形截面柱及Z形柱的受力特点进行初步探讨，提出初步的设计方法；通过对典型工程的弹塑性动力时程分析，检验异形柱结构的薄弱层及屈服、破坏、倒塌机制，以达到建筑物大震不倒的抗震设防要求；通过理论分析，推导出异形柱结构自振周期，以及适宜自振周期、适宜刚度的工程实用简化计算公式，为经济、安全、合理地确定结构方案提供简便实用的方法；在本文理论分析、计算以及大量的研究成果基础上，总结归纳出异形柱结构内力、变形的规律及抗震概念设计内容，并在此基础上提出异形柱结构的抗震设计建议。

I didn't watch TV last night, because it .

昨晚我没有看电视，因为电视机坏了。

Since this year, in a lot of villages of Beijing, TV of elevator liquid crystal was removed.

今年以来，在北京的很多小区里，电梯液晶电视被撤了下来。