加固构件的英文

• reinforcement member

• "加固"英文翻译    reinforce; consolidate; fast ...
• "构件"英文翻译    member; construction member; ...
• "锚固构件" 英文翻译 :    anchorage element
• "加固" 英文翻译 :    reinforce; consolidate; fasten; rooting; strenthening; backing; stiffening◇加固材料 reinforcement material; 加固层 back-up coat; 加固工事 improve defense works; 加固堤坝 reinforce dikes and dams
• "构件" 英文翻译 :    (结构或机构的组成单元) member; construction member; constructional element; frame member; structural component; structural member; structural parts; component (part); structural unit
• "加固板" 英文翻译 :    elephant ears; mending plate; reinforcement plate; reinforcing rib; stiffening plate; stiffening sheet
• "加固舱" 英文翻译 :    strengthened hold
• "加固层" 英文翻译 :    back up coat; extra layer; reinforced layer; reinforcing layer
• "加固的" 英文翻译 :    reinforced (rfd); ruggedized; stiffened; underpinned
• "加固杆" 英文翻译 :    reinforced pole; reinforcing rod; stabilizator; stabilizer; stay pole; staypole
• "加固工" 英文翻译 :    bracer
• "加固弓" 英文翻译 :    two-piece bow
• "加固环" 英文翻译 :    anchor ring reactor vessel; body ring
• "加固剂" 英文翻译 :    fixation accelerator
• "加固架" 英文翻译 :    reinforced frame
• "加固箭" 英文翻译 :    footed arrow
• "加固件" 英文翻译 :    reenforcement; stiffening piece; strengthening; structureting
• "加固脚" 英文翻译 :    stiffleg
• "加固角" 英文翻译 :    strengthening corner
• "加固筋" 英文翻译 :    dabber
• "加固孔" 英文翻译 :    hard hole
• "加固梁" 英文翻译 :    strengthening beam
• "加固片" 英文翻译 :    stiffening piece
• "加固圈" 英文翻译 :    caulking ring; fixing collar; heel ring; reinforcing ring
• "加固纱" 英文翻译 :    splicing yarn

• Bearing capacity of rc column with circular section strengthened by enclosure under eccentric compression
  钢筋混凝土圆形截面偏心受压围套加固构件极限承载力分析
• Based on these , cscec instituted the project ‘ reinforce and mend of the construction ’ , the project is given to research and science institute design of cscec in guizhou
  基于这种情况,中国建筑总公司下发了《建筑物加固与改造技术》的课题,由贵州中建建筑科研设计院承接,主要对加固构件新旧混凝土的粘结进行研究。
• Based on the test results , the ultimate load - carrying capacity , mode of failure , cracking behavior and load versus mid - pan lateral deflection curves of the strengthened specimens are summarized and analyzed
  在试验的基础上，对加固构件的极限承载力、破坏形态、裂缝分布以及荷载跨中桡度曲线等进行了总结和分析。
• In order to simplify the calculated procedure , the error coefficient ( r1 ) has been introduced to paper . and so , the criterion formula ( 2 . 1 ) , which calculates strain and stress in concrete , can be replaced by one - variable formula ( 2 . 17 )
  为简化计算类设计破坏形态时粘贴加固构件的抗弯承载力，本文引入误差调整系数_ 1 ，将规范混凝土应力?应变公式( 2 . 1 )简化成一阶线性公式( 2 . 17 )并代入计算。
• At first , the experiment carried out by tianjin university has been analysed according to the " nonlinear balance trying calculation " method , and the values of yield load and ultimate load agree with the test result better , and the curve of bending moment - curvature , bending moment - deflection can agree with the results . the second , the simplified formula for evaluation the ultimate flexural capacity of cfrp strengthened rc members is presented according to the three probable failure modes ( compression failure ; cfrp rupture ; crushing of the concrete in compression before yielding of the reinforcing steel ) . it is applicable to both singly and doubly reinforced rectangular sections , as well as flanged sections
  首先利用钢筋混凝土非线性平衡试算法对天津大学试验进行了理论分析，所得分析值与试验结果相比，加固梁的屈服荷载、极限荷载能够很好地吻合，弯矩曲率关系曲线及弯矩挠度关系曲线较为吻合；其次，为了满足实际工程的需要，根据碳纤维布加固构件可能发生的三种破坏形态(压区混凝土压碎破坏、碳纤维布拉断破坏以及受拉钢筋尚未屈服时压区混凝土已压碎破坏) ，区别三种钢筋混凝土构件截面形式(单筋矩形截面、双筋矩形截面、 t形截面) ，分别给出了碳纤维布加固混凝土构件抗弯承载力的简化计算公式和适用条件，并进一步探讨了这三种截面形式下进行加固设计和复核的步骤。
• Through comparing and analyzing the strain development of different parts of both strengthening and non - strengthening structures , the fea results have a fairly good agreement with test ones and the fea model is proved rational . the behavior of rc structures under load are also well shown which enable a deep research on the mechanics as well as the effects of relative parameters on it
  通过对加固与未加固构件各部位应变发展的比较分析，计算结果与试验结果得到了较好的吻合，说明所选择的有限元模型是合理的，并能较好的再现混凝土构件的受力状况及性能，进而可利用有限元分析结果对其受力性能和机理进行深入分析，通过数值试验以便研究有关参数对受力性能的影响。
• In a word , it is show that joints could be strengthened by cfs and it could be put into use in civil engineering in large scale . at the same time , experiments also show than cfs used in joints strengthening have not been make full use . the failure mode of cfs is the debond failure between concrete and steel
  同时，利用对试验构件的应变片分析，揭示了cfs加固节点的破坏具有其自身的特殊性，即cfs的利用率比较低、 cfs的破坏以混凝土保护层?主筋界面的粘结破坏为主、加固试件和非加固构件破坏形态基本一致等特点。
• In this test a new method was adopted to check and test the behaviors of structures by using optical fiber bragg grating sensors which realize the synchronous measurements with electricity - resistance gauges . the results show that optical fiber bragg grating sensors has boundless prospects for checking in civil engineering
  试验中，还采用电阻应变计和光纤布喇格光栅传感器在加载过程中对加固构件进行同步测量，结果表明光纤布喇格光栅传感器是应用于土木工程检测的很有前途的新技术，有着广泛的应用前景。
• The beams under secondary loading ( namely the preloading was not removed ) are firstly studied in this dissertation , and the ultimate strength , stiffness , and the distribution of cracks of the beams strengthened with ferrocement have been analyzed . mid - span deflection , crack width and strains of steel were measured during the course of the test , and performances of the beams are compared and assessed with particular emphasis on cracking behavior , mid - span deflection , ultimate strength capacity , the modes of failure and so on
  本文首次对二次受力(初始荷载不卸除)试件进行了加固试验研究,试验中测量了试件的极限荷载、混凝土应变、钢筋应变及钢筋网应变等,对比了加固与未加固构件的裂缝开展、跨中挠度以及极限荷载情况,并研究了用该方法加固的梁在各种受力情况下可能产生的破坏形式等。
• Introducing beam ' s secondary load theory , a series of integrated calculated formula and a designed example that calculate the area of bonded material for strengthening reinforced beams under the secondary load . the bonded - strengthened beams " cracked - moment and yielded - moment can be accurately calculated by introducing the improved algorithm of moment - curvature to paper ' s program
  同时，本文根据受弯加固构件的二次受力理论，提出了一整套较为完整的粘贴加固梁在二次受力情况下的正截面承载力计算公式，并给出相应的工程实例计算。

• 加固构件的日语：ほきょうざい