倾斜荷载的英文

• oblique load
• tilting load

• "倾斜"英文翻译    bias; tilt; dip; lean; incli ...
• "荷载"英文翻译    load
• "偏心倾斜荷载" 英文翻译 :    eccentric and inclined load
• "斜荷载" 英文翻译 :    inclined load; oblique loading
• "荷载倾斜角" 英文翻译 :    load inclination
• "荷载倾斜因子" 英文翻译 :    inclination correction factors ic iq ir
• "荷载" 英文翻译 :    load◇荷载电抗 load reactance; 荷载率 load rate; 荷载曲线 load curve; 荷载图 load diagram; 荷载系数 load factor
• "倾斜" 英文翻译 :    bias; tilt; dip; lean; incline; slope; slant; favour 急陡倾斜 a steep slope; 向教育倾斜 favour education; 投资倾斜制度 measures which favour investment in; 树往房子那边倾斜。 the tree leans toward the house. 那个耳背的人向前倾斜着身子, 以便听清谈话。 the partly deaf man inclined forward to hear the conversation more clearly. 大多数字体是向右倾斜的。 most handwriting slants to the right. 他喜欢把头往前倾斜。 he likes to tilt his head forward.; 倾斜校正器 tilt corrector; 倾斜面 inclined plane; tilt; 倾斜天线 inclined antenna; tilted antenna; 倾斜装载机 heldiver
• "半荷载" 英文翻译 :    half load; half-load
• "边荷载" 英文翻译 :    side load
• "变荷载" 英文翻译 :    variable load
• "冰荷载" 英文翻译 :    ice loading
• "超荷载" 英文翻译 :    excess load
• "次荷载" 英文翻译 :    subordinate load
• "单荷载" 英文翻译 :    single load
• "点荷载" 英文翻译 :    point loading
• "动荷载" 英文翻译 :    dynamic load; energy load; live load; traveling load
• "风荷载" 英文翻译 :    wind loading
• "负荷载" 英文翻译 :    negative load
• "拱荷载" 英文翻译 :    arch load
• "荷载板" 英文翻译 :    loading plate
• "荷载比" 英文翻译 :    loading ratio
• "荷载的" 英文翻译 :    laden
• "荷载点" 英文翻译 :    load acting point; point of load application
• "荷载法" 英文翻译 :    d―loaddd

• 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
• 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。
• 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。
• 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。
• 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。
• 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。
• 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。
• 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。
• 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。
• 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。