The behavior of PHC pipe piles under lateral load is lack of research now.
不同浅层地基处理法下PHC管桩水平承载性状对比尚缺乏研究。
The dynamic effects of crane movement may also be considered, in part, as lateral load.
吊车活动产生的动力效应也部分地计人侧向荷载。
The behavior of pile under lateral load is a very complex process of pile-soil interaction.
桩在水平荷载作用下的受力性状是一个复杂的桩土相互作用过程。
To study the lateral bearing behavior, one single diaphragm wall is tested under lateral load.
为研究基础的水平承载特性，对单片地下连续墙进行了水平荷载试验。
These results can be provided as a reference for design of pile foundation under lateral load.
研究成果可供在水平力作用下的桩基工程设计时参考。
This paper also analyses the characteristics and influential factors of single pile under lateral load.
并且研究了单桩在水平荷载下的特性以及影响单桩水平承载力的因素。
Steel plate shear wall has become a very promising lateral load resisting system, is very ideal for seismic zone to use.
钢板墙已成为一种非常具有发展前景的高层抗侧力体系，非常适合高烈度地震区建筑采用。
Sometimes, one type of lateral load mechanism is used in one direction while another is used in the perpendicular direction.
有时，一种类型的侧向载荷机制作用于一个方向，而另一种作用于垂直方向。
The static pushover analysis with five different lateral load patterns was applied to two frame structures of tall building.
用五种不同的侧向荷载分布方式，对两幢十五层和二十层框架结构进行了分析。
As the lateral loadings lateral load in these buildings are often very high, the lateral strength of the column needs computing.
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。
Under lateral load, the positive battered pile group has bigger bearing capacity than the vertical and negative battered pile group.
水平受荷群桩，“正斜”单桩组成的群桩比直桩群桩和“负斜”单桩组成的群桩的承载力大。
In the method, the selection of lateral load patterns is very important, because it has a great effect on the precision of analysis.
在静力弹塑性分析方法中，不同水平加载模式的选取是方法的关键，直接影响到分析结果的准确性和稳定性。
The vertical load did not help to reduce the lateral displacement at the pile top anymore when it was applied after the lateral load.
先施加水平荷载再施加竖向荷载时，竖向荷载不再起到减小水平荷载作用下桩顶侧移的作用。
A non-linear theory is presented for stability of an arch with central curvc of symmetrically variable curvature under uniform lateral load.
提出一种分析对称变曲率拱在均布径向载荷作用下的非线性稳定性的理论方法。
In this paper, using the continuous medium technique, a method of analysis of interconnected space shear walls to lateral load is presented.
本文提出空间联肢剪力墙结构抗侧力的一个分析方法。
For the reinforced concrete frame structures, the relationship between the story lateral stiffness and lateral load-bearing capacity is studied.
研究了钢筋混凝土框架结构层水平承载力和层抗侧移刚度的关系。
The top lateral load-displacement hysteretic loops are plump, and the peak lateral load keep stable with a large lateral displacement increment.
顶点水平力-位移滞回曲线比较饱满，具有较长的峰值承载力稳定段；
By using ANSYS as the software of finite element analysis, a model is set up for calculating finite element of pile foundation with lateral load.
运用ANSYS有限元分析软件，建立桩基在侧向荷载作用下的有限元计算模型。
Foam concrete wall used for light bet backfilling materials can reduce the vertical section load, also reduced the wall lateral load of the other side.
泡沫混凝土在岸墙后用作轻质回填材料可降低垂直截荷，也减少了对岸墙的侧向载荷。
This paper gives the exact solution of large deflection of circular sandwich plate under the action of uniform lateral load by the method of power series.
本文应用幂级数方法求出了在均布载荷作用下夹层圆板大挠度问题的精确解。
The probable effects of seismic disturbance are also lateral loads. The dynamic effects of crane movement may also be considered, in part, as lateral load.
可能的地震效应也是侧向荷载。吊车活动产生的动力效应也部分地计人侧向荷载。
Mechanical behavior of brick walls strengthened with CFRP plates under horizontal lateral load is analyzed using commercial finite element software ANSYS8. 0.
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。
Based on elastic theory and assumption that there is embedded deformation between pile and soil, the deformation and load of pile under lateral load are analyzed.
在弹性理论的基础上，假设桩-土之间有嵌入变形以模拟土的塑性，分析了水平荷载作用下桩基的荷载-变形特性。
For reducing roll Angle to avoid roll-over of heavy truck during steering, an active anti-roll bar is installed in suspension to compensate lateral load transfer.
为了减小重型货车在转向操作时的侧倾角，从而避免货车转向时发生侧翻，可以通过在悬架中安装主动抗侧倾杆以补偿横向载荷转移的方法来实现。
The usually used design method, p-y curves method, is unsuitable for estimating the deformation response of the large-diameter monopile under long-term cyclic lateral load.
特别针对砂性土壤，提出了应用室内三轴循环试验的结果评估单桩在单向循环侧向力下的变形方法。
From the comparison, it has been found that the improvement of lateral load pattern and target displacement of structure is necessary for estimating structural seismic PE...
从对比结果可以发现，这种改进对评估结构的抗震性能是必要的。
From the comparison, it has been found that the improvement of lateral load pattern and target displacement of structure is necessary for estimating structural seismic PE...
从对比结果可以发现，这种改进对评估结构的抗震性能是必要的。
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