The effects of vertical loads on horizontal vibration have been discussed.
讨论了高层建筑结构竖向荷载对水平振动的影响。
The results show that the light steel to withstand vertical loads by combination wall.
结果表明，在该组合墙体中，由轻钢承受竖向荷载。
In this page, two practical methods suitable for design of semi-rigid steel frames under vertical loads are introduced.
本文主要研究了竖向荷载下半刚性连接钢框架的内力计算方法。
At present, The calculation method of continuous board and beam under vertical loads has two methods: elastic method and plastic method.
目前，对钢筋混凝土连续梁板在竖向荷载作用下的计算，常用的有两种方法，即按弹性方法计算和按塑性方法计算。
The value of stress peaks in implants and in bone -implant interface under oblique loads appeared higher than those under vertical loads.
种植体界面骨组织的最大应力位于种植体颈部周围的骨皮质界面；
In this paper the Finite Strip-Transfer Matrix Method has been used to analyse the transversely hinged plates subjected to vertical loads.
本文提出计算竖向荷载作用下横向铰接板的有限条传递矩阵法。
Objective: Toanalyze the strain distribution of bone around the implant?s cervical and apical area on vertical loads with linear strain gauges.
目的：在模型上比较在不同部位施加不同大小的垂直负荷对种植体周围骨的应力分布的影响。
The formulas of moment coefficient and connective stiffness coefficient single with the single span-layer frame under vertical loads are presented.
计算了单层单跨框架在竖向荷载下弯矩系数和连接刚度系数的函数公式。
Hand calculation includes substitute rigid frame method under horizontal loads and moment distribution or decomposed storey method under vertical loads.
水平荷载作用下内力的计算用替代刚架法，竖直荷载作用下内力的计算可用弯矩分配法或分层法。
Designing for lateral loads in structures is often the more difficult problem for the structural engineers vs. designing the mechanism for supporting vertical loads.
对结构工程师而言，结构横向荷载的设计往往比垂直荷载的设计是困难得多。
When vertical loads applied to a straight beam, the structure will have large bending and torsion and lose steady, this phenomenon is called lateral torsion buckling.
结构失稳的类型有很多种，其中直梁在竖向荷载的作用下，结构发生了较大的竖向弯曲变形和侧向扭转变形，而导致结构失稳称为梁的侧扭屈曲。
The internal force of the unsymmetrical and symmetrical double-tower connected structures which are effected by wind and vertical loads is analyzed by using ANSYS finite element.
本文运用ANSYS有限元分析软件对不对称双塔连体结构和对称双塔连体结构进行了风荷载和竖向荷载作用下的内力分析。
The three dimensions FEM is used to investigate the displacement and forces of staggered truss with different foundation in elastoplastic ground under horizontal and vertical loads.
利用三维有限元计算弹塑性地基中不同基础在水平力与竖向力作用下交错桁架体系的变形与内力。
The prestressed anchors will get accessional vertical loads that deteriorate its internal force and three prestress losses exit in the prestressed anchors as the water level is changed.
并分析了锚索上受到的竖向附加荷载，这将恶化锚索的受力，同时，锚拉桩在水位变动带存在三种预应力损失。
Iterative formulas of nodal rotational Angle and lateral deflection of truss panel and fixed-moment in end-fixing Vierendeel truss subjected to vertical loads are presented in this paper.
以位移为未知量，根据平衡条件建立了竖向荷载作用下端部固定的空腹桁架节点转角和节间侧移迭代计算公式与固端弯矩的计算方法。
The extended substructure that links the tower as a whole shares part of vertical loads of the tower within a certain range, but it could cause general incline due to foundation eccentricity.
与塔楼连成一体的扩大了的地下结构，在一定范围内具有分担部分塔楼竖向荷载的能力，但也会引起基础偏心使基础出现整体倾斜。
This model couples finite elements with prism elements and calculates with reasonable accuracy the settlement of a pile group, the bending moments and shear forces of the raft under vertical loads.
本文首次建立了一个分析桩-土-筏片体系共同作用的三维非线性有限元、棱柱元综合计算模型。
Wind loads can make vertical green structures above four or five stories problematic.
FAIA[美国建筑师协会荣誉会员]在东南亚设计的塔，风载使得四五层以上的垂直绿色结构变得问题重重。
Using loads vehicles' vertical shock effect, arouses the bridge the vertical vibration, the abbreviation "jump experiment", this method in dynamic load experiment widespread use.
利用加载车辆的竖向冲击作用，激起桥梁的竖向振动，简称“跳车试验”，这种方法在动力荷载试验中广泛使用。
System of walls (vertical) and roof and floor diaphragms (horizontal) that are generally simply supported and work together to support both vertical and horizontal loads.
系统中的墙壁(垂直)和屋顶以及楼面横隔(水平)的一般都是简支，协调工作以抵抗横向和纵向荷载。
This method takes fully into account the characteristics of supports and loads, deals especially with the nonlinearity of oil film force of guide bearing caused by vertical arrangement of spindle.
该方法充分考虑了主轴支承边界条件和有关载荷方面的特点，特别是考虑了由于主轴的垂直安装引起的油膜力的非线性。
The formulation for element stiffness matrixs, and vectors of nodal of element with the upper beam element subjected to either vertical concentrated load or distributed loads is illustrated.
阐明了单元刚度矩阵以及在上层梁单元作用竖向集中荷载或分布荷载下单元节点荷载列阵的形成。
The bridge piles are often loaded by the composite effects of vertical and horizontal loads.
桥梁工程中基桩经常承受竖向荷载及水平荷载的复合作用。
Behavior of Bridge piles loaded vertical, horizontal, eccentric and other complex loads, is much more complex than the behavior of piles only loaded vertical or horizontal loads.
桥梁工程中基桩往往承受竖向荷载、水平荷载、偏心弯矩等复杂荷载作用，其受力特性较单一荷载情况下要复杂得多。
The structural behaviors under vertical and horizontal loads are analyzed with a steel frame model and an equivalent reinforced concrete frame-shear wall model respectively.
用纯钢框架模型和等效钢筋混凝土框架剪力墙模型分别计算结构在竖向荷载及侧向荷载组合下的受力性能。
The buckling of large vertical cylindrical shells with welds subjected to local thermal action and axial loads was studied with numerical method by using ANSYS code.
对大型直立设备安装过程中的现场焊接热处理过程中在轴向载荷和局部热载荷共同作用下的屈曲问题进行数值研究。
A two-hinged suspension bridge is analyzed under the action of horizontal lateral loads and vertical eccentric loads, and then an example and conclusions are given.
并针对两铰悬索桥在水平横向荷载和竖向偏心荷载的作用下进行了分析，给出了实例计算和结论。
Vertical live loads include all vertical live loads other than dead loads. Lateral live loads are external forces due to the action of wind, earth, and hydrostatic pressure.
除了恒载以外的所有竖向荷载都可算是竖直活荷载。侧向活荷载是由于风压、土压和静水压力作用引起的外力。
Vertical live loads include all vertical live loads other than dead loads. Lateral live loads are external forces due to the action of wind, earth, and hydrostatic pressure.
除了恒载以外的所有竖向荷载都可算是竖直活荷载。侧向活荷载是由于风压、土压和静水压力作用引起的外力。
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