Chinese translation for "倾斜荷载"

oblique load
tilting load

Related Translations:

严重倾斜:  heel

倾斜传感器:  bank sensor

倾斜点:  cant point

倾斜改正:  correction for slopegrade correctioninclination correction

倾斜台面:  inclining table

倾斜指示器:  banding indicatorbank indicatorincidence indicatortilt indicator

倾斜测定:  determination of tilt

倾斜坡:  dip slope

倾斜煤层:  inclined seampitching coal

倾斜探井:  day eye

Example Sentences:

	1.	Research status quo and development trends of piles under inclined loads 倾斜荷载下基桩的研究现状及发展动态
	2.	Therefore , in the paper , the statistical variability of all factors is applied to the study of behavior of pile under inclined loads 为此,本文采用数理统计的方法对倾斜荷载桩的工作性能进行分析。
	3.	Firstly , the development and application of piles is summarized , behavior of piles under inclined loads are discussed , and a summarization of existent computational methods is made in this article 本文首先对桩基础进行了概述，深入探讨了倾斜荷载下基桩的受力性状及破坏机理，综合分析和归纳总结了目前国内外已有的多种计算方法。
	4.	Secondly , based on the structure reliability theory , eight types of failure modes of pile under inclined loads are presented , and then corresponding limiting state and limit function of every failure mode are established 继而根据结构可靠度的分析方法,为倾斜荷载下的桩土结构确定了8种常见的结构失效模式,并给每个失效模式建立了相应的结构极限状态及极限状态方程。
	5.	With the fast development of large span bridge and high - rise buildings , the bearing capacity and the length of piles are increasing , and the analysis and design principle of piles under inclined loads has been become a problem to be solved in civil engineering 随着我国近年来大跨径桥梁及高层建筑的迅速发展，基桩的承载能力及桩长日益增大，倾斜荷载下基桩的受力分析和设计理论已成为目前土木工程界亟待解决的重要问题之一。
	6.	The vertical loads , horizontal loads and other factors relevant to the behavior of pile , as natural or artificial variables , are variant in statistics . but statistical variability of vertical loads , horizontal loads and other factors , is seldom applied to the study of behavior of pile under inclined loads by engineers 不论是荷载还是其它的影响桩受力性能的因素,都是受自然或人为影响的变量,都存在着数理统计上的变异性,但是人们在倾斜荷载桩的工作性能研究上却很少考虑它们的变异性。
	7.	Under the lateral load , the positive battered pile has bigger bearing capacity than the vertical and the negative pile . the allowable settlement of the pile head is suggested and the vertical pile can bear load with inclination of less than 10 , and the battered pile bearing vertical load can be angle of less than 10 . then the paper employed the generalized elastic theory in pile group , considering the interaction between pile - soil 就桩顶的竖向沉降而言，桩身的微小偏斜(小于10 ) ，对竖向受荷桩的正常使用没有明显的影响；倾角太大的斜桩承受竖向荷载的能力有所减少；直桩可以承受一定倾角(小于10 )的倾斜荷载，这时的倾斜荷载对桩顶的沉降影响较小，但桩顶水平位移增加比较明显。
	8.	The model experiments results indicate that the pile group composed of extending all around piles can bear inclined load better . this is beneficial to the foundation of transmission tower . the prototype experiments results indicate that the micropile ' s load capacity is satisfied with design 模型试验发现，伸向四周的单桩组成的群桩具有更好的抵抗倾斜荷载的能力，这一点特别有利于输电线路基础等；原型试验发现，微型桩单桩和群桩的承载力完全达到设计承载要求，其群桩效率在0 . 9左右。
	9.	Secondly , considering the complexity of the analysis of inclined - loading pile , nonlinear finite element method is adopted to calculate the internal force and displacement of pile group under inclined loads , with the concept of equivalent width presented to simplify 3d problems into 2d problems . and a program is developed as well , which is able to consider the continuity , elastic - plasticity and layered characteristic of soil around the pile shaft . besides , the interactions among pile , base slab and soil are considered in this program and contact surface element is used to simulate slipping and crazing between pile and soil , or between base slab and soil under loads . then , the non - tension analysis is proposed , to reflect the low - tensile property of soil and concrete 在此基础上，针对倾斜荷载下群桩基础分析中的复杂性，提出采用非线性有限元对倾斜荷载下群桩的内力及位移进行分析，应用桩的等效宽度概念将空间问题简化为平面问题考虑，并开发出能考虑桩周土介质连续性、弹塑性、分层性等因素的倾斜荷载下群桩内力及位移分析的计算机程序，并在程序中考虑了桩、土、承台的相互作用，提出了采用接触面单元来考虑荷载作用下桩与土体及承台与土体间的滑移、开裂；并在此基础上，提出了倾斜荷载下群桩基础的“无拉力”分析方法，可有效地反映土体及混凝土材料的低抗拉特性。
	10.	According to the current codes , piles under inclined loads top are analyzed respectively under axial and lateral loads with the results superposed , in which inaccurate error is inevitable . focusing on this point , the analysis of pile and pile group under inclined loads are thoroughly discussed in this article 本文针对我国现行规范将桩顶倾斜荷载分解为竖向和水平荷载分别计算再进行迭加而存在的计算误差较大的不足，对倾斜荷载下基桩及群桩的受力分析进行了深入的探讨。

Similar Words：

"倾斜航空照片带" Chinese translation, "倾斜航摄相片" Chinese translation, "倾斜航摄像片" Chinese translation, "倾斜航摄影术" Chinese translation, "倾斜航行" Chinese translation, "倾斜和浮雕" Chinese translation, "倾斜和缩进式转向管柱" Chinese translation, "倾斜后的加速" Chinese translation, "倾斜后的加速度" Chinese translation, "倾斜后加速度" Chinese translation