荷载

The underslung MSS will not be submitted to any pre-loading or load-test during assembly, commissioning or prior to use.

行式滑动模板支架系统在拼装使前无需任何荷载试验。

The effective stress iterative method of estimating neutral point and downdrag on a single pile was presented in this paper.

采有效应力迭法来确定中性点位置和计拉荷载值,并通过一个实例来说明迭试过程。

The effect of blasting load on anchored birder is a hot research issue in disaster prevention and mitigation of hydroelectricity project.

爆破荷载对锚固梁作研究是水电工程防灾减灾一个热点问题。

Analysis results show that location of pile neutral point is the lowest and downdrag caused by NSF is maximal if neglecting working load on pile top.

分析结果表明，不考虑桩顶荷载中性点位置是最低，拽力是最大。

Research purposes: The purposes are to do researches on the theory and method of determining differential compensative load for scatteredload anchor rope in the course of tension.

本文研究荷载分散型锚索张拉过程中差异补偿荷载确定理论和方法。

Using the software of ANSYS, it was carried out nonlinear finite element analysis upon the basic behavior of high-strength concrete shear wall subjected to monodirectional lateral load.

摘要采ANSYS软件对高强混凝土剪力墙在单向水平荷载作受力过程进行了非线性有限元分析。

Abstract:The exterior tube structure exerts radial outward forces, and the diagrid columns have significant difference in axial force.Both result in large axial tension forces in ring beams.

［摘要］重力荷载作筒结构外鼓及交叉柱间轴力差异将使环梁受到较大拉力。

The specific properties of probability about loading effect on tunnel lining structure are analyzed by FEM response surface method,and the structure reliability index is calculated by fractile method.

采有限元响应面方法计隧道衬砌结构荷载效应统计特征,并结合可靠度计分位值法进行结构可靠指标计。

It has found reasonable ways brought roadbed to resultant stabilization owning to synthesize many factors such as earthiness,hydroclimate,wheather etc to find self weight and external load of roadbed.

本文结合大齐公路施工实例,论述了合理通车碾压工后沉降期及相应制约因素,综合了土质水文、气候天气等制约因素,以寻找路基自重外荷载作,使路基达到最终稳定合理途径。

Site soils in southern area of Jiangsu province belong to washland sediment or limnetic facies sediment.The components of sediment are very complex and process of sedimentation is in disorder.

苏南地区场地土主要为漫滩相、湖沼相或冲湖相新近沉积软弱土,结构松散,沉积零乱,成分复杂,饱水可液化粉细砂层及粉土层较为发育,在地震或动力荷载作有可能发生软土震陷或砂土液化。