叙述了一种新的承载力简化计算方法，这种方法通过垂直土反力承担抗倾覆弯矩，来考虑垂直荷载对水平承载力的影响。
The influence of the vertical load to the horizontal capacity is evaluated via calculating the overturning force moment borne by the vertical counterforce.
基于概率方法建立了高柔结构顺风向抗风设计中，考虑地震作用组合的总水平荷载的计算模型并进行了求解。
A model on the earthquake effect combination in wind resistant design of high-rise flexible structures is proposed in accordance with the probability method.
同时，通过大量的水泥混凝土板底应力计算，推导出了混凝土面板荷载与板底应力水平的关系式；
In the meantime, through a large quantity of cement concrete pavement stress calculation, the paper puts forward relation expression between load on concrete board and stress level under board;
采用大型有限元软件ANSYS8.0，对单调水平荷载下碳纤维加固砖墙的受力性能进行了计算分析。
Mechanical behavior of brick walls strengthened with CFRP plates under horizontal lateral load is analyzed using commercial finite element software ANSYS8. 0.
高层建筑往往需要承受较大的水平荷载作用，这就需要对柱的侧向承载力进行计算。
As the lateral loadings lateral load in these buildings are often very high, the lateral strength of the column needs computing.
风荷载是可变荷载、水平荷载，不能笼统地视为偏心荷载，应参与基本荷载组合计算，并参与偶然荷载组合验算。
Wind load is a kind of variable, horizontal load and it shall not be generally defined as an eccentric load.
本文对钢筋砼牛腿在垂直荷载和低周反复水平荷载共同作用下的工作性能及其合理计算与构造形式进行了试验研究。
In this paper, an experimental study on working behavior and rational construction shape of reinforced corbels subjected to both vertical and cyclic reversed horizontal loading is presented.
应用传递矩阵法，可方便地解决任意形状、任意荷载作用下悬挑水平折梁的计算问题。
The transport matrix method is used to analyze internal forces and displacement of arbitrary cantilever horizontally folded beam under arbitrary shape and arbitrary loads.
研究了地震荷载作用下水平向成层边坡稳定性分析的计算方法。
The computing method for the stability analysis of slopes composed of horizontal layers under seismic load is studied.
当计算铁道桥梁上风荷载时，工程师假定风力沿水平方向作用。
When calculating the wild loads acting on a railv ay bridge an eng ii eer assumes iiat thew ind will act in a horizontal direction.
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。
Hand calculation includes substitute rigid frame method under horizontal loads and moment distribution or decomposed storey method under vertical loads.
回顾、总结了目前水平荷载作用下单桩、群桩、以及桩和承台共同工作的受力机理研究成果和分析计算方法；
Reviewing the researching results and calculating methods of the bearing capacity mechanism of single pile, pile groups or cooperation of piles and pile caps affected under lateral loads.
叙述了一种新的承载力简化计算方法，这种方法通过垂直土反力承担抗倾覆弯矩，来考虑垂直荷载对水平承载力的影响。
A new method of capacity calculation is proposed. Overturning force moment loaded on the foundation is borne jointly by the horizontal and vertical counterforce of the soil around the foundation.
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。
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.
水平基床系数是在计算深基坑的变形、支护结构的稳定性，以及桩在水平荷载下的位移、内力等方面有重要意义的参数。
Horizontal foundation modulus is an important parameter in calculating the deformation of deep excavation project, evaluating the stability of the retaining structure.
导出了在单位水平移动荷载作用下，拱圈内力与支承反力影响线的计算公式。
Some formulas of inner force of arch ring, and the line of reaction of support with the action of unit live load are presented.
还对试验性工程进行了水平荷载和垂直荷载作用下墙板的应力和变形测定，并和计算结果作了比较。
Measurements of stresses and strains under load were made and the data obtained were compared with the computed results.
推导了钢轨扭转角的计算公式，并计算了几组不同荷载作用下的轨顶水平位移。
The formula of twist Angle of rail is derived and lateral displacements on the top of rail subjected to the several different loads are calculated by using the formula.
打入桩，桩径较小，水平承载能力很低，人们一般只用它承担垂直荷载，这样可近似按轴向受压构件计算。
Having shorter diameter and lower lateral bearing capacity, driven piles are usually used to carry vertical load and can be calculated as axial compressed member.
对框支墙、部分框支墙和底层框架上有部分无孔墙的剪力墙亦给出了计算结果，对各种墙在三种常用水平荷载作用下的内力和位移给出了统一的计算公式。
The results are given for the cases such as shear walls fully supported or partly supported by beam-column systems and part of walls above them without openings as well.
本文提出了半刚性连接钢框架位移和内力计算的刚度矩阵法，另外还提出了在水平荷载和竖直荷载作用下内力的简化计算方法。
Displacement of stress-resultants computation technique of semi-rigidly connected steel frames inclucing stiffness matrix method, hand calculation method has been proposed.
利用有限元分析软件ANSYS对某平面框架进行水平荷载——风荷载、地震荷载作用下内力计算，并同手工计算方法进行了比较。
The plane frame is calculated under horizontal load-wind and earthquake by using ANSYS finite element analysis software.
这个水平力按所计算的楼层以上建筑物总荷载的规定百分率进行估算。
Lateral forces are estimated as stipulated percentages of the total load of the building above the given floor.
当计算铁道桥梁上风荷载时，工程师假定风力沿水平方向作用。当然也不总是这样。
When calculating the wind loads acting on a railway bridge, an engineer assumes that the wind will act in a horizontal direction. It doesn't always, of course.
在此基础上，利用FLAC3D软件对上部荷载引起地面沉降量及水平位移量进行模拟计算。
After the upper work completed, by the use of FLAC3D to make a simulation and analysis to land subsidence and the horizontal shift quantity caused by the topside load.
随后完成了对框架在横向水平风荷载作用下的内力和位移的计算，对计算结果进行分析，确认了结构在风荷载作用下的安全性。
Then completed a framework for the horizontal level wind loads of internal force and displacement calculation, the results calculated analysis, confirm the structure in the wind load security.
采用底部剪力法和分层法对框架竖向、横向水平荷载作用下的内力和侧移进行计算。
The bottom shear method and the method of vertical, layered framework lateral loads of internal force and lateral to calculate.
这个水平力按所计算的楼层以上建筑物总荷载的规定百分率进行估算。此值约为该总荷载的百分之十几。
Lateral forces are estimated as stipulated percentages of the total load of the building above the given floor. These are of the order of 10 percent of that load.
在初始水平力作用下，计算两种结构形式在竖向荷载作用时的轴向承载力。
Axial capacity value of two kinds of structure are calculated with the vertical load as the function of initial shear force.
结合路面结构实例计算了受水平荷载作用时剪应力沿深度的分布。
There is an actual pavement structure using this method mentioned above to illustrate the law of stress allocation.
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