试件试验的英文

• specimen test

• "试"英文翻译    try; test
• "件"英文翻译    piece; article; item
• "试验"英文翻译    experiment; test; trial
• "单试件试验" 英文翻译 :    single specimen testing
• "部件试验" 英文翻译 :    block testing; component test; subassembly test
• "单件试验" 英文翻译 :    individual test
• "杆件试验" 英文翻译 :    bar test
• "零件试验" 英文翻译 :    component test
• "软件试验板" 英文翻译 :    software breadboard
• "条件试验片" 英文翻译 :    pilot
• "楔形件试验" 英文翻译 :    wedge test
• "组件试验" 英文翻译 :    component test
• "部件、组件试验台" 英文翻译 :    component test rig
• "部件试验装置" 英文翻译 :    component test facility; ctf
• "恶劣条件试验" 英文翻译 :    crucial test
• "模件试验装置" 英文翻译 :    module test set
• "液压元件试验" 英文翻译 :    hydraulic element test
• "自然条件试验" 英文翻译 :    natural condition test
• "鉴定试验试件" 英文翻译 :    qtc
• "部件试验用导弹" 英文翻译 :    component test missile
• "成衣附件试验项目" 英文翻译 :    garment accessory tests
• "大部件试验回路" 英文翻译 :    large component test loop
• "条件试验刺激间期" 英文翻译 :    conditioning-test stimulus interval
• "引擎管理元件试验" 英文翻译 :    engine management component testing
• "静力试验机体试件" 英文翻译 :    static test airframe

• A single specimen testing record is sufficient to evaluate .
  单试件试验结果对计算是足够用的。
• Hydrogen embrittlement of steels - notched specimen test
  钢的氢脆性. v形切口试件试验
• Aerospace series . hydrogen embrittlement of steels . notched specimen test
  航空航天系列.钢的氢脆.缺口试件试验
• Based on the experiments on concrete samples , the sensitivity of the fiber optical sensing techniques adopted in crack monitoring of large dams was tested
  摘要基于混凝土试件试验，对大坝裂缝光纤监测中采用的光纤传感技术的灵敏性进行了测试。
• According to theoretical analysis , a formula that is used in the calculation of heat transfer coefficient can be deduced and the formula is verified with experiment data
  本文通过理论分析,推导出非稳态传热情况下,围护结构传热系数的计算公式,并且用试件试验数据进行验证。
• 2 . by using the internal force - decomposability method , a numerical means was applied for the analysis of the test data , so we can probe into the situation of the internal force change on the steel and rpc , based on these , the simplified calculating formula is suggested
  2 、采用内力分解分析法，对圆钢管rpc试件试验数据进行数值分析，分别探讨了圆钢管rpc在极限荷载状态下的钢管和rpc各自的内力变化情况，据此，提出圆钢管rpc极限承载力的简化计算公式。
• The study lies in following aspects : 1 ) a great number of experiments on sfrc are carried out to obtain the basic data of sfrc energy properties , which are the fundamental parts of further study . 2 ) a probability analysis based on statistical theory is done to all the experiment data . in the end , energy criterion for sfrc associated with security criterion are calculated and listed for future use
  本文主要针对钢纤维喷射混凝土在单层隧道衬砌中的应用进行了研究，内容包括以下几个方面： 1 )进行了大量的钢纤维混凝土标准试件试验，试验的成果和数据为研究钢纤维混凝土的能量特征提供了事实依据和参考； 2 )运用概率统计方法对钢纤维混凝土的指标进行了可靠性分析，得出了实际可以接受的保证率下的钢纤维混凝土能量指标； 3 )通过合理的假设和简化，研究了钢纤维混凝土构件在破坏过程中的能量耗散机理。
• First of all , the paper carried out test study on four two - spanned model members of fsmrcwb , including three 1 / 2 - scaled two - storeyed models and one 1 / 3 - scaled three - storeyed model . the study considered such factors as span ratio - l1 / l2 , height - span ratio - hb / l of the beam , and cavity etc . . the paper analyzed the test results , including analysis on mechanical property of the composite wall beam under vertical loads , and failure mode , deformation capacity , aseismic performance under horizontal loads and constant vertical loads
  首先，进行了三个两跨两层和一个两跨三层的框支密肋复合墙梁的模型试件试验研究，主要内容包括：框支密肋复合墙梁在竖向荷载作用下的受力性能，在竖向荷载与水平低周反复荷载共同作用下的受力性能、变形性能、滞回性能和破坏形态，并将框支密肋复合墙梁试验与框支砌体墙梁试验进行对比分析。
• The paper describes the results of tests of 5 reinforced concrete beam - column interior connections specimens , in which the columns are very strong concrete while the intervening beams are much weaker . the paper describes the difference of the capacity between the connections and the columns and investigates the capacity of the connections when they are strengthened by the shapes . the paper also investigates whether the corresponding provisions of the current code are economical and safe
  本文通过5个高强混凝土梁柱中节点试件试验，了解梁柱混凝土强度等级在不同比值的情况下，节点区的轴心抗压承载力与柱的理论轴心抗压承载力的差异，探讨了节点核心区采用不同数量的型钢加强，对节点区的轴心抗压承载性能的改善情况，验证了我国现行规范有关条款的安全性和经济性，在此基础上提出了节点核心区采用型钢加强后的计算轴心抗压强度的建议公式，计算值和实验值能较好吻合。
• Based on the pseudo - static experimental results of nine specimens 1 / 5 - scale specimens and failure characteristic in the structural test , the damage mechanism and the failure of abnormal joints under the shear force is analyzed . the paper discusses the possible affections of stirrup ratio , the changes of beam or column sections and initial eccentricity on carrying capacity of abnormal joints . according to experimental data , the formula for calculation of the shear - bearing capacity of abnormal joints is given
  针对该类框排架结构中通常存在异型节点的实际，在9 (其中边节点4个、中节点5个)个1 5的伪静力试件试验研究及整体结构模型中该类节点破损特点的基础上，提出了异型中节点和边节点的破坏机理，针对异型中节点和边节点的受力特点给出了该类异型节点的抗剪承载力计算公式和节点区的加强构造措施。