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   温度效应分析 的翻译结果: 查询用时:0.322秒
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温度效应分析
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  temperature-effect analysis
     It is shown that the simulated temperature field accords well with the measured one,and that the stress and deflection calculated according to the simulated temperature field match the measured values well. As a result,the temperature field and the corresponding temperature-effect analysis of reinforced concrete box girder can be conducted in real time according to the weather data from the weather bureau.
     模拟计算的温度场与实测温度场吻合得较好,根据模拟的温度场进行结构计算所得的应力和挠度也与实测值相当吻合,从而可以利用当地气象局实测的气象数据来实时模拟混凝土箱梁温度场并进行温度场的温度效应分析.
短句来源
  analysis of temperature effect
     Analysis of Temperature Effect of Large Span Continuous Rigid Frame Bridge
     大跨径连续刚构桥的温度效应分析
短句来源
     FINITE ELEMENT ANALYSIS OF TEMPERATURE EFFECT OF BUILDING OF SMALL CONCRETE HOLLOW BLOCK
     混凝土小型空心砌块建筑温度效应分析和研究
短句来源
     Analysis of Temperature Effect of Co ncrete Structure of Super High-Rise Building
     超长高层建筑混凝土结构温度效应分析
短句来源
     ANALYSIS OF TEMPERATURE EFFECT IN CURRENT-CARRYING PLATE WITH AN ARC-CRACK
     具有圆弧裂纹载流薄板的温度效应分析
短句来源
     Since the prestressed continuous rigid frame bridges were introduce to be builted in our country, through years ,the achievment of the design and reaserch on bridge model is great. As the result of continual increase of spans and heights of bridges, designers have to have many technical problems to deal with, among which analysis of temperature effect is.
     自预应力连续刚构桥引入我国以来,经过十多年的应用,在这种桥型的设计及研究方面已经取得了令人瞩目的成就。 但随着连续刚构桥跨径及桥高的不断加大,设计者也将面临越来越多的技术问题,连续刚构桥的温度效应分析便是其中一个。
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  “温度效应分析”译为未确定词的双语例句
     Analysis on temperature effect of high building structure
     高层建筑结构温度效应分析
短句来源
     Application of ANSYS to Analysis of the Thermal Effect of the Continuous Rigid Frame Bridge
     ANSYS在连续刚构桥温度效应分析中的应用
短句来源
     Analysis of Sunshine Temperature Effect on Tower of Liede Bridge in Guangzhou
     广州猎德大桥索塔日照温度效应分析
短句来源
     The temperature effect analysis of concrete floorslab with ground tile
     混凝土楼板及地砖组合体温度效应分析
短句来源
     The Temperature Effect Analysis of a Long-span Prestressed Concrete Continuous Bridge
     某大跨预应力混凝土连续梁桥的温度效应分析
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  analysis of temperature effect
We then performed a meta-analysis of temperature effect for hot and cold cities.
      


Using DLTS and photo-capacitance methods, deep energy level in undoped n-type LEC-GaAs material have been studied.On the basis of the temperature effect of the photoionizationcross section spectrum close to the threshold energy for E_5,the model that the two-step photo-thermal excitation behaviour exists in the excitation procers for electrons from E_3 to the con-duction band is suggested.The excited-state position has been determined to be 23 mev belowthe conduction band.

本文采用DLTS及光电容技术对n型未掺LEC-GaAs材料中的深中心进行了研究.通过对E_5能级阈值附近光电离截面谱的温度效应的分析,提出了此能级向导带的电子发射存在两步光热激发过程的模型,算出激发态位于导带下23meV处.用多声子过程解释了E,能级光阈值能小于热激活能的现象.

Based on the analysis of temperature effects of factory buildings, this paper presents the mainPrinciples of determining the length of temperature divisions of joint factory buildings with weldedH-section steel portal frames and the approach of deciding the limit length of joint factory buildingbough back computation. It is proved by engineering practice that the safety and reliability of thestructure designed by this method are enough to meet the reqUirements for usage.

本文通过对厂房的温度效应的分析,提出了焊接H形截面门式钢刚架联合厂房温度区段长度决定的主要原则及联合厂房温度区段长度限值通过反算来确定的方法。工程实践证明,结构安全度可靠,且能满足使用要求。

The paper combines the Dashenkeng II bridge design with the method of finite elment analysis,makes computation model of bridge structure,makes use of Dr.V2.9 refering to British BS5400 and Specification of NewZealand and China,analyses temperature effect of Dashenkeng II,gets the caculate result to guideconstruction on site:Differences of temperature models reach different results.

本文结合大深坑II号桥的实际情况 ,从结构温度效应分析的有限元法出发 ,建立了桥梁结构计算的模型 ,采用同济大学开发的《桥梁博士 2 .9版》平面杆系有限元分析程序参照英国BS5 4 0 0规范、新西兰规范及我国公路桥梁设计规范分别分析了大深坑II桥纵向的温度效应 ,并予以对比研究

 
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