钢筋应力的英文

• reinforcement stre es
• reinforcement stresses

• "钢筋"英文翻译    reinforcing steel; steel rei ...
• "应力"英文翻译    stress; strain; tension; cha ...
• "钢筋应力仪" 英文翻译 :    reinforcement stress detector
• "钢筋应力检测器" 英文翻译 :    reinforcement stress detector
• "预应力钢筋" 英文翻译 :    p.c prestressing steel bar; prestre ed reinforcement; prestressed reinforcement; steel tendon
• "纵向受拉钢筋应变不均匀系数" 英文翻译 :    non-uniformly distributed strain coefficient of longitudinal tensile reinforcement; non―uniformly distributed strain coefficient of longitudinal tensile reinforcement
• "盖顶应力钢筋" 英文翻译 :    cap tendon
• "预应力钢筋束" 英文翻译 :    prestressing tendon
• "变形钢筋 竹节钢筋 异形钢筋 预应力钢筋" 英文翻译 :    deformedbar
• "非预应力的钢筋" 英文翻译 :    no restre ed reinforcement; nonprestressed reinforcement
• "钢筋受超限应力" 英文翻译 :    overstressing of reinforcing steel
• "预应力钢筋混凝土" 英文翻译 :    pc; prc; prestressed concrete; prestressed reinforced concrete
• "预应力钢筋孔道" 英文翻译 :    conduit for prestruessing steel arrangement
• "预应力钢筋松弛" 英文翻译 :    p.s relaxation of prestressing steel
• "预应力钢筋腱外形" 英文翻译 :    tendon profile
• "后张预应力钢筋混凝土" 英文翻译 :    post-stressed reinforced concrete
• "两端锚固的预应力钢筋" 英文翻译 :    end-anchored tendon
• "未粘合的预应力钢筋" 英文翻译 :    unbonded tendon
• "预应力钢筋混凝土轨枕" 英文翻译 :    prestressed reinforced concrete sleeper
• "张拉预应力钢筋千斤顶" 英文翻译 :    prestresed steel bar drawing jack
• "灌浆预应力钢筋混凝土构件中的钢筋" 英文翻译 :    grouted tendon
• "钢筋" 英文翻译 :    concrete iron; concrete reinforcing bars; rebar; reinforcing bar; reinforced bar; reinforcing steel; steel reinforcement 高强度钢筋 high strength cast iron; nodular iron; 钢筋工 steel bender; rodman; 钢筋箍 stirrup
• "承插式自应力钢筋混凝土输水管" 英文翻译 :    spigot and socket self-stressed reinforced concrete pipe used for water delivery
• "预应力混凝土用无涂覆的高强度钢筋" 英文翻译 :    standard specification for uncoated high-strength steel bar for prestressing concrete
• "玉筋应啼别离后" 英文翻译 :    their wives must be shedding tears for the separation

• It is necessary to consider the influence of shrinking and temperature stresses when using reinforced stress to measure reinforced concrete strut axial forces
  采用钢筋应力计量测钢筋混凝土支撑轴力时，收缩应力和温度应力修正是必要的。
• Abstract : it is necessary to consider the influence of shrinking and temperature stresses when using reinforced stress to measure reinforced concrete strut axial forces
  文摘:采用钢筋应力计量测钢筋混凝土支撑轴力时，收缩应力和温度应力修正是必要的。
• When the soil - nailing is under operation , contrast between the actual pull force and the value calculated by current regulations is made
  采用在土钉主筋上埋设钢筋应力计进行土钉实际工作状态下的拉力测试和把实测拉力与现行规程计算得出的结果作对比的研究方法。
• Situations of change and development are analyzed which are moment and stress of pile , stress of concrete iron and resisting force of soil under horizontal load . the mechanics of the horizontal load of piles can be gained from the analysis methods
  通过对随水平加载过程变化的桩体损伤、桩身应力、钢筋应力和土体抗力等深入分析，得出了桩的水平承载力受力机理。
• Combined with the real example of monitoring pressure on the supporting system in the long span underground space of dk7 + 692 section at jiao - xin line of chongqing light railway , it is set forth the methods about choosing the support system and its parameter , digging methods of underground space , measuring and testing methods for the stress of the support system ; the testing results and variation pattern were analyzed for the stress of the initial supporting i - steel axial stress of bolt , stress of shot - concrete , supporting pressure of temporary i - steel and stress of steel of the second lining , then , the reason for deformation of the support system induced by sharp increase of i - steel was determined
  摘要结合重庆市轻轨较新线大坪车站大跨度地下空间dk7 + 692断面施工支护体应力监测的工程实例，阐述了该大跨度地下空间支护结构的参数选择、地下空间的开挖方法、支护体结构的应力量测方法及测试手段；分析了支护体初期支护工字钢拱应力、锚杆轴力、喷射混凝土内应力、临时工字钢支撑应力、二次衬砌钢筋应力等测试结果和变化规律；确定了工字钢拱应力急剧增大而可能引起支护体系失稳的原因。
• These measures included the slope horizontal displacement monitor , the supporting structure swag monitor , the subsidence monitor , the pre - stress of anchor monitor , the ribbed beam steel stress monitor . we monitored the whole process and got feedback information in time , so the trend and development of slope " s displa
  在施工过程中，我们采取了边坡稳定性安全监测措施，主要包括边坡水平位移观测及支护结构挠度观测;沉降观测;以及锚杆应力监测;助梁钢筋应力监测等。进行全过程的检测并及时反馈信息，随时掌握边坡的位移趋势与发展。
• And in coordination with data obtained from an engineering test on site , the regularities of foundation settlement and the distribution properties of pile reaction , soil reaction and steel stress in raft , of the pile - ( thick ) raft tested are analyzed . in the same time , the calculating results with finite element method almost correspond with measured results
  另外，通过对一超高层建筑桩(厚)筏基础进行原位实测，取得了比较完备的实测资料，分析了基础沉降的特点和桩顶反力、桩间土反力和筏板钢筋应力的分布特点和规律，同时用有限元法进行了近似计算，与实测结果基本吻合。
• At first , development of various cracks carefully recorded and strains on both the rebars and the stirrups were measured in detail , together with the deflections of the beam . in such a way , correlation between the measured strain profiles of the reinforcement and the observed cracking development of each specimen was pursued . principal factors contributing to the cracking pattern and failure mode were figured out as a result
  首先，通过单调静力加载试验研究，对梁的裂缝延伸和开展、纵筋应变、箍筋应变、梁的挠度等指标进行了细致的量测，试图追踪每一试件在裂缝发展及破坏过程中纵筋应变状态的变化和裂缝发展程度的相关性，进而总结出有腹筋约束梁裂缝开展及钢筋应力分布的一般规律。
• Based on theory analysis and lots of experiment data , converting relation of symmetrical elongation and breaking elongation of testing steel bars have been tropical and the reference to consolidating ductility is provided . at last , in this paper consolidating steel bar ' s ductility by comparing to stress - strain curves of steel bars and is assessed
  在理论分析基础上结合大量试验数据，回归出各类试验钢筋均匀伸长率_ ( gt )与断后伸长率_ 5 ( _ ( 10 ) 、 _ ( 100 ) )的折算关系，为统一延性评定指标提供参考，进一步比较钢筋应力?应变曲线和_ ( gt )值，最终统一评定我国混凝土结构用钢筋(丝)的延性性能。
• In this paper , with the available computer method , theauthors have obtained the stress distribution acrosssections of reinforced concrete composite beams under two stages ofloading , and show that the stress redistribution under two stages ofloading results in a reduction of stress discrepancy in thetensile steel and of strain discrepency in the compressed concrete between thecomposite beam and the corresponding casting beam
  本文运用成熟的电算模拟方法,计算得到二阶段受力钢筋砼叠合梁在不同受力阶段的截面应力分布规律及钢筋的应力变化规律,分析得到二阶段受力时钢筋砼叠合梁1的受拉钢筋应力超前、受压区砼应变迟后逐渐缓解的实质为截面应力重分布的结果