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结构厚度的英文

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"结构厚度"怎么读用"结构厚度"造句

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  • structural thickness

例句与用法

  • This paper calculates the thermal insulation thickness of the " steal sheated steal " directly buried steam pipe with air thermal insulation layer under the condition of different temperatures , and compares it with the system without air thermal insulation layer
    摘要对不同介质温度条件下有空气保温层的“钢套钢”蒸汽直埋管保温结构厚度进行了数值计算,并将计算结果与无空气保温层的保温结构厚度进行了比较。
  • Hi this paper , a set of typical pavement structures is given and some problems have been solved . the first step is present the computation and dividing methods of roadbase back module and cumulatetion of axle load , which are two major reasons of affecting pavement structure design
    本文首先从土基回弹模量e _ o 、累积标准轴次n _ e出发,探讨了这两个影响路面结构厚度的主要设计参数的计算及等级合理划分的方法。
  • Through analyzing all kinds of construction methods of building metro station under shield driven method in many countries , this paper studies the construction technique ( method ) of building metro station under shield driven method , taking in guangzhou no . 3 metro line , and linhe xilu station as the actual object . according to station class , function and topography and geology , the station schemes of twin - bore tunnel ( island ) , firstly , three parallel tunnels ( island ) , tri - bore tunnel ( island or side ) and four parallel tunnels ( island or side ) are proposed . secondly , the shape and main parameters of station structure on two schemes are analyzed with load - structure mode , for different overburden depth of tunnel and lining thickness , etc . thirdly , the construction process is simulated in 2d fem . ,
    根据建站的规模、使用功能及站位地形地质条件,提出了两连拱结构岛式站台车站、三条平行隧道岛式站台车站、三连拱结构岛式和侧式站台车站以及四条平行隧道岛式和侧式站台车站方案;采用荷载?结构模式,对四种方案的主体结构的形式和重要参数进行分析研究,分不同的埋深、衬砌结构厚度和拱形结构的拱跨比进行了多组数值计算;采用平面有限元方法对四种车站结构的开挖施作过程进行了模拟分析。
  • This paper , regarding the asphalt pavement in the zhoukou region as the study object , according to the prevalent norms ( specifications for design of highway asphalt pavement ) , with the beginning of the pavement performance and the transportation investigation , totally and systematically analyzes the traffic parameters and the destroying reason of pavement at the early stage in the point of fatigue property and limit strength , gives the concepts and methods of the growth rate of equivalent axle load action time , seasonal modification factor and overload factor , proposes the method of axle load conversion on the condition of heavy loading . on this basis , it proposes the design method adapting to asphalt pavement construction , explains the steps of thickness computation of construction with the combination of engineering example , finally verifies thedesign method in the paper by test road . theory and practice both prove that the reasonability of pavement structure style and the reliability of design method in the paper can adapt to the present heavy loading and overloading traffic conditions , have highly theoretical and practical value
    本文以周口地区沥青路面为研究对象,以现行《公路沥青路面设计规范》为依据,从路面使用性能和交通特征的调查入手,从疲劳特性和极限强度出发分析了路面早期破损的原因,全面系统地进行了交通参数的分析,提出了当量轴次增长率、季节修正系数和超载系数的概念和方法,并提出了重载交通的轴载换算方法。在此基础上,针对超载、重载交通从结构组合设计、结构厚度计算(包括疲劳强度标准和极限强度标准)等方面提出了适宜的沥青路面结构设计方法,并结合工程实测,说明了结构层厚度计算的具体步骤,最后通过试验路验证本文提出的设计方法。理论与实践均表明,本文提出的路面结构型式合理、设计方法可靠,能适应目前重载、超载交通的状况,具有较高理论与实用价值。
  • ( 3 ) some destroy is likely to occur to existing tunnel before new construction , that is to say , the tunnel perhaps holds some flaw , therefore , a structure mechanics method is used in this thesis to analyze the safety of existing tunnel vvhich is under the condition of back cavity and insufficient thickness
    ( 3 ) 、在邻近隧道施工之前,既有隧道可能已经受到一定程度的破坏,既有隧道可能存在各种缺陷,通过结构力学计算,分析了有空洞存在或隧道衬砌结构厚度不够时隧道安全性。
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