竖向

To study vertical bearing behavior of the foundation,a shaft diaphragm wall foundation of bridge in loess area was tested for bearing capacity by use of the self-balanced method.

为研究其竖向承载特性，在国内首次采用自平衡法对黄土地区某桥梁的井筒式地下连续墙基础进行了现场静载试验。

The calculating theories of vertical ultimate load bearing capacity and reliability analysis of the above methods were introduced briefly.

对试桩方法和查表方法确定竖向极限承载力的计算原理与计算方法的可靠性进行了简要的介绍。

The company mainly of Health Products mainly include: right welder mainly: UN1-1, UN1-5, UN1-7, UN1-10, UN1-16 type of welder, UN2-25, UN2-75, UN2-100, UN2-150 type on the welder, UNT chain right welder, BUN saw blade on the welder, spot welder are: DN1-10, DN1-16, DN1-25, DN1-40-type spot welder, DNK-40, DNK-75, DNK -100 Pneumatic point of convex welder, DN2-25, 40-type portable spot welding machine, automatic Welding Machine, Dust network dedicated welder, FN seam Welder, FNZ-16 automatic seam welder, BX1, 3,6 series of AC arc welder, MH steel vertical submerged to the welder, HGS-40-type steel rib peeling rolling straight screw thread machine, bar straightening machines, etc. dozens of kinds of products sold to all provinces, municipalities, and its excellent performance, reliable quality, perfect after-sales service, and quickly occupied the domestic market and exports in some countries in Southeast Asia, deeply general customers trust and praise.

本公司主要生产主要有：对焊机主要有：UN1-1、UN1-5、UN1-7、UN1-10、UN1-16型对焊机，UN2-25、UN2-75、UN2-100、UN2-150型对焊机，UNT链条对焊机，BUN锯条对焊机，点焊机有：DN1-10、DN1-16、DN1-25、DN1-40型点焊机，DNK-40、DNK-75、DNK-100型气动点凸焊机，DN2-25、40型便携点焊机，全自动排焊机，除尘网专用焊机，FN缝焊机，FNZ-16自动缝焊机，BX1、3、6系列交流弧焊机，MH钢筋竖向埋弧对焊机，HGS-40型钢筋直螺纹剥肋滚丝机，钢筋调直机等几十种产品，销往全国各省、市、以其卓越的性能，可靠的质量、完善的售后服务，迅速占领国内市场，并有部分产品出口中东南亚国家，深受广大用户的信赖和好评。

ABSTRACT In the main factory building structure of large-scale thermal power plants, due to its great height and large vertical loads (such as a furnished for arranging coal bucket between interstory, whose mass is too concentrating), anti-seismic problem is much outstanding.

在大型火力发电厂主厂房结构中，由于其高度较大，且竖向荷载较大（如层间布置有煤斗等质量过于集中的设备），故抗震问题较为突出。

The vertical load on the underpinning-node resisted by shear capacity of bolt, new-old concrete interface and profiled bar fringe embedded in column. A formula calculating bearing capacity of the underpinning was advised, and the combined work was calculated by cooperate coefficient γ.

分析认为托换节点的竖向荷载由螺杆的抗剪承载力、新旧混凝土连接界面的抗剪能力和型钢翼缘卡入柱身产生的咬合力共同承担，由此给出了型钢对拉螺栓柱托换节点的抗剪承载力计算公式，式中通过综合作用系数γ考虑了3部分的共同作用和相互影响。

Finally, a practical seismic analysis method is presented. Through a reasonable assumed distribution of lateral forces, the capacity curve can be derived from the story shear-displacement curves. And by using equations suggested by ATC-40, the corresponding capacity spectrum, period, damping ratio and PGA can also be obtained. This method can provide not only collapse PGA of a low-rise RC building structure, but also damage conditions of members at a specific PGA. Combining with the deterioration rule for RC column after multiple earthquakes, it can also be applied to seismic analysis for after-earthquake or aged buildings.

最后则提出一套适用於中低层RC建筑结构之实用耐震诊断法，依照合理假设之地震力竖向分配型态及ATC-40建议公式，可再将层剪力-层间变位曲线换算为基底剪力-屋顶位移能力曲线，并计算对应之等效周期、阻尼比与PGA，除可评估结构整体之崩塌地表加速度外，也可由特定PGA反推对应的构件破坏程度，亦可配合震后折损修正，应用於结构之震后与经年耐震评估。

In this paper, the vehicle model on a scale of 1/4 and the half-sine curve are used to simulate the longitudinal curve of the plate girder bridge deck with creeping camber and the mathematical relations between the vehicle vertical vibration response and creeping camber, span length and vehicle traveling speed of the bridge are derived.

采用1/4汽车模型和半正弦曲线模拟板梁徐变上拱桥面线形，推导车辆竖向振动响应与板梁徐变上拱度、桥梁跨径、行车速度之间的数学关系。

Thirdly, choose the focus development facilities, such as underground traffic, underground public services, municipal infrastructure, production and storage facilities, to get the the fit depth of underground facilities table and development priority by research.

然后重点选择地下交通、地下公共服务、市政基础、防灾与生产储存等城市地下空间重点开发设施，逐个进行相关研究，探讨各个设施的竖向空间配置，得出地下设施开发适宜深度建议表。

In this paper,the authoruses the method of the explicit finite-element numerical simulation, which isbased on the most simple two-dimensional-finite-element modle and kinematicsource model,to study the basic characteristics of near-fault ground motion, suchas the changing tendency of the hanging-wall effect and the vertical effect as weonly change the fault dip or the depth of the top of the fault.

本文拟利用最简单的二维有限单元模型和基于有限断层假定的震源运动学模型，采用集中质量显式有限元数值模拟的方法研究近断层地震动的特征，如上盘效应和竖向效应随断层倾角以及断层的上界埋深的变化而改变的趋势。

The rigorous solutions are derived for the consolidation problems of soils with drain wells through soft clay layer by use of the Merchant model under both free strain and equal strain conditions and in consideration of the effects of both well resistance and smear action.

本文基于Merchant模型分别推导了自由应变条件和等应变条件下打穿软粘土层的竖向排水井地基粘弹性固结问题解析解，同时考虑了井阻和涂抹作用的影响。

However, as the name（read－only memory）implies, CD disks cannot be written onorchanged in any way.

然而，正如其名字所指出的那样，CD盘不能写，也不能用任何方式改变其内容。

Galvanizes steel pallet is mainly export which suits standard packing of European Union, the North America. galvanizes steel pallet is suitable to heavy rack. Pallet surface can design plate type, corrugated and the gap form, satisfies the different requirements.

镀锌钢托盘多用于出口，替代木托盘，免薰蒸，符合欧盟、北美各国对出口货物包装材料的法令要求；喷涂钢托盘适用于重载上货架之用，托盘表面根据需要制作成平板状、波纹状及间隔形式，满足不同的使用要求。