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基础埋深的英文

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"基础埋深"怎么读用"基础埋深"造句

英文翻译手机手机版

  • embedded depth of foundation
  • embeddeddepthoffoundation

例句与用法

  • Determination of the foundation embedding depth during rectification of the subs - oil bearing capacity
    修正地基承载力时基础埋深的取值
  • According to theory of bent structure , the paper applies the moment balance and potential energy theory , and works out the modified modulus 1 and 2 for the depth of burying foundation and toft transmutation , which effect buildings dynamic period
    根据排架结构分析理论,应用力矩平衡及势能原理分别推导出地基变形及基础埋深对结构自振周期的修正系数_ 1和_ 2 。
  • To estimate of ultimate bearing capacity from the cohesion and unit weight of soil and embedded depth ( overburden ) , the kinematical approach of limit analysis based on the three - dimensional mechanism was used
    文中利用极限分析中的机动法,构建了一个临近基坑矩形浅基础的三维机动许可破坏模式,按照地基承载力的传统表达方式,分别给出了单独考虑土的粘聚力、基础埋深(超载)和土的自重影响的承载力系数。
  • The essay combines " code for seismic design of buildings " ( gb50011 - 2001 ) , analyzing and discussing bent structure of one - story industry buildings tinder the interaction of the seismic , ground - structure , and works out calculation model for bent structure ' s dynamic period about the depth of burying foundation and toft transmutation ; the model is employed expediently , adapts to actual engineer construction design at present
    本文结合我国《建筑抗震设计规范》 ( gb50011 - 2001 ) ,对单层工业厂房排架结构在地震作用下土?结构共同作用问题进行了分析讨论,给出了考虑基础埋深与地基变形影响时排架结构自振周期的计算模型;这?模型应用方便,适合目前实际工程结构设计使用。
  • In this paper , an optimization design cad system of detached foundation of transmitting electricity iron tower has been studied . the system uses an easy and efficient method named grid search to find out the minimum cost of an detached foundation . at the same time , the depth and width of foundation , the width of column , the thickness of foundation plan have been ascertained
    本论文研究开发的输电铁塔独立基础优化设计cad系统,以最小费用为目标,采用简单、有效、易于编程的有约束非线性规划方法? ?网格搜索法,对输电铁塔独立基础进行优化设计,确定出基础埋深、基柱宽度、底板宽度、底板厚度等合理截面尺寸,并开发出计算、出图一体化的优化设计计算机辅助设计系统。
  • The indoors experimental results show the influence of soil density , moisture , permeability and restrain on the frozen - heave forces . from year ' s observation in - situ , the field data supports the relationship of foundation area , embedded depth and superimposed load with normal frozen - heave force
    通过野外现场的试验的观测,初步掌握了基础法向冻胀力与基础面积、基础埋深、附加荷载等因素之间的关系以及平板基础所受冻胀上抬力各组成部分之间的相互影响规律。
用"基础埋深"造句  
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