structural stress造句
例句與造句
- The operation status of equipment keeps close relation with its inner structural stress
設(shè)備的運(yùn)行狀態(tài)與其內(nèi)部結(jié)構(gòu)應(yīng)力之間存在著緊密的關(guān)系。 - In addition , the attitudes of conjunctive fractures deduced from the borehole images provide important information for the direction of paleo - structural stress field
利用從電成像測井圖像上提取的共軛裂縫的產(chǎn)狀信息，還可以恢復(fù)裂縫形成時古構(gòu)造應(yīng)力場的方向。 - According to real geologic situation , the preliminary evaluation of the structural fracture development in the studied area is conducted by means of structural stress simulation method in this paper
根據(jù)研究區(qū)實(shí)際地質(zhì)情況，采用構(gòu)造應(yīng)力模擬方法，對研究區(qū)構(gòu)造裂縫發(fā)育進(jìn)行了初上學(xué)評價。 - For a project instance , it computes and analyzes the structure of madian radial gate with fem , which achieves the result of gate ' s structural stress , stiffness and surpport - bar ' s stability and gives comparative analysis
作為工程實(shí)例，對馬甸弧形閘門的結(jié)構(gòu)進(jìn)行了有限元計(jì)算和分析，得到了閘門的結(jié)構(gòu)應(yīng)力、剛度以及支臂穩(wěn)定的計(jì)算結(jié)果，并給予了比較分析。 - The theoretical formula for structural computation of buried stiffened - pipes is derived based on the axisymmetric bending theory of cylinders and thereby a program of structural stress computation and design optimization of buried pipes are developed
摘要作者根據(jù)圓柱殼的軸對稱彎曲理論，推導(dǎo)出地下加勁埋管結(jié)構(gòu)計(jì)算的理論公式，并據(jù)此編制出地下埋管結(jié)構(gòu)應(yīng)力計(jì)算和設(shè)計(jì)優(yōu)化程序。 - It's difficult to find structural stress in a sentence. 用structural stress造句挺難的
- On the premise of satisfying all constraint conditions stipulated in the codes with the pipe thickness spacing , height and thickness of stiffener rings as variables and the total steel quantity per meter of pipe as objective function , the program is developed for structural stress computation and comparison of total steel quantity used so as to select the alternative with smallest total steel quantity per meter of pipe
該程序在滿足規(guī)范規(guī)定的各種約束條件下，以管壁厚度、加勁環(huán)間距、高度和厚度等作為變量，以每米鋼管的總用鋼量為目標(biāo)函數(shù)，進(jìn)行結(jié)構(gòu)應(yīng)力計(jì)算和工程量比較，從中選出用鋼量相對最小的設(shè)計(jì)方案。 - The dislocation interfaces , which have different directions , different combinations , different scale , different deformation strength and different properties , are belonged to shallow structure . they are the products of multi - stages , multi - periods and multi - causes of movement during the himalayan epoch . they were controlled by and resulted from 2 structural stress fields of ne structure and nw structure
由此認(rèn)識到，壩區(qū)發(fā)育的不同方向、不同形態(tài)和組合型式、不同規(guī)模、不同變形強(qiáng)度和不同性質(zhì)的錯動帶屬于地殼淺部構(gòu)造層次，是本區(qū)喜馬拉雅運(yùn)動多期次、多階段、多成因的構(gòu)造產(chǎn)物，分屬于區(qū)域上ne向構(gòu)造帶和nw向構(gòu)造帶的構(gòu)造成分，并受控于這兩期構(gòu)造的構(gòu)造應(yīng)力場。 - The finite element method ( fem ) has become an important means in modern engineering designs , which is used in many fields , such as structural stress analysis , deformational stiffness analysis , mechanic failure analysis , dynamic process analysis , heat analysis , electromagnetism filed analysis and so on
有限元素法已成為工程設(shè)計(jì)中不可或缺的重要技術(shù)手段，在大型結(jié)構(gòu)作用力分析、變形分析、失效分析、動力學(xué)分析、傳熱分析、電磁場分析、流體流動分析等方面扮演著越來越重要的角色。 - The thesis has summarized the development of the oblique - pull bridge , its construction technology and the importance of bridge construction control , then has introduced project general situation , and has narrated detailed regulation , organization construction , the major work and difficult part of this bridge construction control . the following is the key part of this thesis , firstly , it has introduced the experiment work of early stage , structural calculation and its theoretical result : the absolute altitude of each operating mode , the absolute altitude of building mould in each section and the absolute altitude after pouring concrete ; then , it has discussed the method and content of the line shape control of the main beam , actual absolute altitude of building mould is put forward , and it has described the method of structural stress monitoring , how to arrange measure point and collect data , and how to analyze data . it has also narrated the method of rope force detection and structural temperature inspection
本論文在總結(jié)了斜拉橋的發(fā)展及其施工工藝，并指出了橋梁施工控制的重要性之后，簡要的介紹了工程概況，敘述了炳草崗金沙江大橋監(jiān)控細(xì)則、組織機(jī)構(gòu)及監(jiān)控的主要工作和難點(diǎn)部分；論文的核心部分，在介紹了炳草崗金沙江大橋施工控制與監(jiān)測工作的前期實(shí)驗(yàn)工作和施工各工況標(biāo)高、各節(jié)段支模標(biāo)高、澆注混凝土后的標(biāo)高的結(jié)構(gòu)計(jì)算和其理論計(jì)算結(jié)果之后，詳細(xì)論述了主梁的標(biāo)高線形控制方法和內(nèi)容，實(shí)際支模標(biāo)高的提出，結(jié)構(gòu)應(yīng)力監(jiān)控的方法、布點(diǎn)、測讀及其對測讀數(shù)據(jù)的合理分析方法，索力檢測和結(jié)構(gòu)溫度監(jiān)測的方法。 - There are several methods that are usually applied in engineering practice to examine structure stress : resistance variation method , barkhousen noise method , x radial method and ultrasonic method , etc . with comparasion to others , the ultrasonic method is acknowledged to be one of the most promising non - damaging inspection method in structural stress measurement filed for its fine sensitivity , veracity and good operation features
工程實(shí)踐中常用于應(yīng)力檢測的方法有電阻應(yīng)變法、巴克豪森法、 x射線法和超聲波法等。同其它檢測方法相比,超聲波應(yīng)力檢測法具有靈敏度高、準(zhǔn)確性好及可操作性強(qiáng)等優(yōu)點(diǎn),從而成為一種公認(rèn)為最有前途的無損檢測方法。 - The aim of construction control is to exercise effective control of the target of bridge construction and to correct any influence of various parameters affecting the target of bridge construction during the construction of the bridge upon the completion of the bridge construction so as to ensure that the structural stress and linear form of the bridge meet the design requirements when the bridge is completed and ensure the safety of the bridge during its construction
摘要施工控制的目的是要對成橋目標(biāo)進(jìn)行有效控制，修正在施工過程中各種影響成橋目標(biāo)的參數(shù)誤差對成橋目標(biāo)的影響，確保成橋后結(jié)構(gòu)受力和線形滿足設(shè)計(jì)要求及大橋施工過程橋梁的安全。 - Then i discussed methane desorption properties including cbm - bearing saturation , critical desorption pressure , the ratio between critical desorption pressure and original coal reservoirs pressure and difference of terra decompression ; cbm - bearing characteristics of coal seams including measured / academic cbm - bearing content , coalbed methane resources content and cbm resources abundance , etc . the author respectively gave a brief account of the basic characteristics of ancient and today ' s geothermic field at 1000m and 2000m depth , coal measure strata pressure field at the depth less than 1600m , structural stress field from jurassic to present , and ancient and today ' s fluid potential field ( that is water potential and gas potential distributing in coal measure strata )
分別簡述了準(zhǔn)噶爾盆地1000m及2000m深度今古地溫場、 1600m以淺的煤系地層壓力場、侏羅紀(jì)至今地應(yīng)力場及煤系地層水勢與氣勢分布的今古流體勢場基本特征，進(jìn)而對這“四場”特征及其互動關(guān)系與煤儲層物性、可采性及煤層氣聚集的關(guān)系進(jìn)行了探討。從構(gòu)造背景、構(gòu)造演化及構(gòu)造類型幾方面論述了本區(qū)構(gòu)造作用的控氣特征。 - The direction of migration was in east and northeast . ( 3 ) this paper introduced the balanced section into the early reservoir description in the sidaogou structure for the first time , and gave a new viewpoint that the sidaogou structure was a fault - bend fold formed by two step thrust fault . the structural stress direction came from the northeast of the hami depression
首次將平衡剖面技術(shù)引入了四道溝構(gòu)造早期油藏描述的構(gòu)造研究之中，并首次提出四道溝構(gòu)造是?至少由兩個階梯狀斷層組成的后傾雙重構(gòu)造疊加的斷層轉(zhuǎn)折褶皺，構(gòu)造應(yīng)力方向應(yīng)大致源于北東方向。 - Indoors model test employing similarity materials and mainly considering v - class surrounding rock is carried out respectively in respect of single track and double track so that the characteristics of ground pressure , structural stress of portal and internal force distribution in various case of slope and dead - weight stress field can be investigated
通過室內(nèi)相似材料模型試驗(yàn)研究，模型試驗(yàn)圍巖參數(shù)以級為主，分別從單線和雙線出發(fā)，詳細(xì)闡述了三種新型洞門型式在正交和斜交情況下，在不同地形坡度和自重應(yīng)力場作用下圍巖壓力和洞門結(jié)構(gòu)應(yīng)力及結(jié)構(gòu)內(nèi)力分布特征。 - Research results show that different conformation mode of tectonite roof result in the difference of preservation condition of gas , intense pressing process of structural stress in the front of gliding structure result in mine gas outburst , and control on no . 2 gas source in tectonite roof is the best means by which the gas problem can be perfectly solved in gliding structure area
研究結(jié)果表明：由于滑動構(gòu)造區(qū)煤層頂板不同的結(jié)構(gòu)類型，導(dǎo)致礦井瓦斯保存條件的差異；滑動構(gòu)造前緣擠壓帶內(nèi)強(qiáng)烈的擠壓應(yīng)力作用是本區(qū)瓦斯突出的根本原因；控制采空區(qū)頂板的二次瓦斯源是治理滑動構(gòu)造區(qū)瓦斯地質(zhì)災(zāi)害的根本之策。