有限錯動模型 的英文怎麼說

中文拼音 [yǒuxiàncuòdòngxíng]
有限錯動模型 英文
finite dislocation model
  • : 有副詞[書面語] (表示整數之外再加零數): 30 有 5 thirty-five; 10 有 5年 fifteen years
  • : Ⅰ名詞(指定的范圍; 限度) limit; bounds Ⅱ動詞(指定范圍, 不許超過) set a limit; limit; restrict
  • : Ⅰ形容詞1 (錯誤; 不正確) wrong; mistaken; erroneous 2 (用於否定: 壞; 差) bad; poor 3 (交叉; ...
  • : 模名詞1. (模子) mould; pattern; matrix 2. (姓氏) a surname
  • 有限 : limited; restricted; finite; a little; not much
  • 模型 : 1 (仿製實物) model; pattern 2 (制砂型的工具) mould; pattern3 (模子) model set; mould patter...
  1. In order to achieve the optimized tunneling approach, first, tunneling procedures, shift length, horizontal jet grouting length, bench length and space length between c and d part of crd method are optimized ; on the basis of these results, two kinds of tunneling schemes are calculated with three - dimensional fem and the optimized tunneling scheme is achieved. as results of the optimized scheme, the conclusion is made that the gas pipe above the tunnel of sk3 + 355 section is secure. the calculation results are verified through comparison of numerical simulation results and site - monitoring measurement data

    為得出適合本段工程的最佳施工路線,利用大元通用軟體ansys對開挖順序、開挖進尺、水平旋噴長度、臺階長度及crd工法施工的c 、 d部相長度進行了元數值擬和優化分析,並利用這些分析結果,進行了兩個施工方案的三維態施工擬,得出了較優的施工方案,並利用施工后的地表沉降槽曲線,對sk3 + 355斷面處隧道上方的煤氣管線的安全性進行了分析,得出了利用此施工方案施工不會造成此處煤氣管線破壞的結論。
  2. The preferences are analyzed, pipe ’ s parameters such as depth, thickness, pipe diameter, and mechanical property of material ; soil parameters such as soil types, internal friction angle, pipe - soil interaction ; fault ’ s parameters such as fault types, fault throw, fault drop, fault - pipe angle, mechanical property of material ; load types such as gravity force, linear displacement load, seismic load and seismic wave. some conclusions are drawn from the calculating results : when buried pipes cross fault, pipe ’ s embedded depth should be shallow, and big pipe diameter and thick wall should be selected. avoid the site where fault moves severe, and select suitable pipe - fault angle

    元三維建立中考慮的因素:管道自身參數如管道埋置深度、管壁厚度、管徑、管道材料等;巖土材料參數如土體類、巖土的內摩擦角、管土相互作用等;斷層考慮斷層類,斷層斷距,斷層距離,斷層與管道的交角,斷層材料的考慮等;荷載分別考慮靜荷載,荷載,其中荷載包括線性位移加載、地震力加載和地震波加載等。
  3. The numerical simulation is an effective method. the main task of this dissertation is to establish a hydrodynamic and pollutant transport model, and to simulate the tide field and concentration field of hakata bay : ( 1 ) dispersing the long - wave equation on interlaced grid by adi method, a two - dimension hydrodynamic model is established to simulate the tidal flow in hakata bay under the effects of m _ 2, s _ 2, o _ 1, k _ 1 tide

    本文的主要工作是建立一個深度平均的二維水力及污染物擴散輸移的數值,並對一實際海灣的潮流場及濃度場進行數值擬: ( 1 )用深度平均淺水波方程為控制方程,採用迎風adi差分方法(交替方向隱式法)在矩形交網格上離散潮波方程,建立了一個二維潮流數值
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