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。
The model's servlet USES two kinds of resources with a relatively high latency. These resources differ by their characteristics and behavior under increasing load.
模型的servlet使用两种类型的资源，并伴有较高的延迟。
Therefore, it has great significance to study on the load transfer mechanism and deformation characteristics of composite ground under flexible foundation.
因此开展柔性基础下复合地基的荷载传递规律及其变形特性的研究具有重要意义。
Load method is used to calculate the parameters of PMSM, in which the material characteristics reflect the magnetic saturation under actual operation.
采用负载法计算永磁同步电动机的参数，使参数中的材料特性真正反映了实际负载条件下磁介质的饱和情况。
Deform characteristics of uniform soft subsoil under traffic load is studied, and some parameters of soft subsoil such as elastic modulus, strength indices, poisson ratio are mainly considered.
本文主要研究了交通荷载作用下均质软土地基在交通荷载作用下的变形特征，考虑了地基土体的弹性模量、强度参数、泊松比等因素的影响。
Under this control strategy, the PWM converter output voltage characteristics is improved if load current vary and line voltage vary.
本文提出一种新的非线性控制方法，使得PWM开关变换器的输出电压，在负载干扰和电源电压干扰下，具有优良的动态特性。
A cold neutron source (CNS) possessing a closed-thermal siphon loop under some given conditions shows self-regulating characteristics when the heat load fluctuates.
冷中子源（CNS）系统封闭热虹吸回路满足某些确切的条件时，在热负荷波动条件下会表现出自调节的特性。
Outstanding characteristics of high fill projects are there are great fill height and large foundation deformation and self-deformation under fill load.
高填方工程最明显的特点是填方高度大，填料自重应力引起的填筑体的自身压缩沉降及地基沉降较大。
Verify that the DC side load converter dynamic stability characteristics under short-circuit fault conditions.
验证短路故障条件下，直流侧的负载转换器的动态稳定的特点。
The purpose of this study is to explore the micromotion characteristics of prosthesis in gait cycle under physiological load.
采用接触非线性有限元模型，分析在生理载荷下一个完整步态中人工髋关节的微动规律。
The characteristics of steam distribution system of a steam turbine under part-load conditions will affect not only the economy but also the rotor system stability of the unit.
部分负荷工况汽轮机的调节配汽特性不仅影响机组运行的经济性，而且直接影响机组轴系的稳定性。
The numerical simulation of particle flow for soil around piles under uplifting load is just an initial study on meso-mechanical characteristics and macro-mechanic al response.
桩承受荷载过程中土颗粒细观结构变化的颗粒流仿真，是关于土体的细观力学特征与宏观力学响应相关联的初步研究。
Based on indoor drawing test with thread GFPSN and smooth surface GFPSN, the mechanical characteristics of GFPSN under drawing load are analyzed by taking mortar as the anchor body.
对螺纹状和光面两种不同表面特性的GFPSN进行了室内拉拔试验，以砂浆为锚固体，研究了室内拉拔试验中GFPSN承受拉拔荷载的力学特性。
By using acoustic methods, this paper studied the isotonic and isometric contraction of biceps under load to reveal the characteristics of sound production.
作者用声学法研究肱二头肌在负荷下等长、等张收缩、揭示其发声规律。
Due to characteristics of concrete material and influence of other factors such as construction and service, concrete structure is usually used under service load with multiple-crack.
由于材料本身性能和施工等方面的缘故，一般混凝土结构在使用荷载下都是带裂缝工作的。
By using acoustic methods, this paper studied the isotonic and isometric contraction of biceps under load to reveal the characteristics...
作者用声学法研究肱二头肌在负荷下等长、等张收缩、揭示其发声规律。
In the ambient vibration test, the dynamic characteristics of the bridge and the tension force of the cables under constant load were measured.
进行现场环境振动试验，测量了该桥的竖向、扭转动力特性，以及吊索恒载下的索力。
The consolidation tests and permeability tests can be carried out at the same time, and the permeability characteristics of the soil specimen under different load can be studied.
可以同时进行固结试验、渗透试验，研究在外加荷载作用下土样的渗透特性。
The load-deflection characteristics of inclined excavated foundations of transmission lines in homogeneous soil under lateral loads are analyzed using a 3-D numerical simulation model.
通过数值模拟，分析输电线路倾斜掏挖式基础在水平荷载作用下的荷载挠度特性。
This paper deals with a structure model test under static load to study the stress characteristics of the structure.
本文介绍北京地铁西单车站一号施工横通道，与正洞导坑交接处开口段结构静载模型试验情况。
This paper deals with a structure model test under static load to study the stress characteristics of the structure.
本文介绍北京地铁西单车站一号施工横通道，与正洞导坑交接处开口段结构静载模型试验情况。
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