量测结果的英文

• measurement

• "量测"英文翻译    measuration
• "结果"英文翻译    result; outcome; fruit; endi ...
• "量测结果的传送" 英文翻译 :    measurements transmission
• "观测结果" 英文翻译 :    observation
• "监测结果" 英文翻译 :    monitoring result
• "预测结果者" 英文翻译 :    dopester
• "核证预测结果" 英文翻译 :    verification of prediction
• "统计观测结果" 英文翻译 :    statistical findings
• "野外观测结果" 英文翻译 :    field evidence
• "预测结果的人" 英文翻译 :    dopester
• "综合观测结果" 英文翻译 :    observational synthesis
• "监察结果；监测结果" 英文翻译 :    monitoring result
• "徘徊者探测结果" 英文翻译 :    ranger result
• "遥测结果计算站" 英文翻译 :    tes telemetering evaluation station
• "月球轨道者探测结果" 英文翻译 :    lunar orbiter results
• "量测" 英文翻译 :    measuration◇量测精度 accuracy in measurement
• "识别结果和过程量测指标间的关联" 英文翻译 :    identify the linkages between result and process quantifiers
• "结果" 英文翻译 :    结果bear fruit; fruit 这棵树不结果。 this tree bears no fruit.; 结果年龄 [植物学] bearing age; 结果枝 bearing branch; bearing shoot
• "指定过程或结果量测指标的责任人以推动改进" 英文翻译 :    identify champions for the process/result quantifiers for improvement
• "触发检测结构" 英文翻译 :    architecture trigger detection; triggerdetection architecturee
• "结果；其结果是" 英文翻译 :    as a result
• "角量测" 英文翻译 :    angular measurement
• "可量测" 英文翻译 :    scalability
• "量测 计测" 英文翻译 :    measurement
• "量测(名词)" 英文翻译 :    measurement

• Finally , the present method is applied to the modal identification from the i / o data of fem dynamic analysis and on board measurement for a container ship
  最后以一货柜轮之有限元素动态分析模拟与实船量测结果为例进行船体整体振动之态特性识别。
• After the comparison between numerical prediction and measured result , the numerical computation gives good agreement for both qualitative and quantitative point of view
  数值计算结果与实验量测结果比较，在定性与定量上皆能提供相当可靠的预测。
• Measurable results of the environmental management system , related to an organization ' s control of its environmental aspects , based on its environmental policy , objectives and targets
  组织的环境管理系统根据环境政策、目标及标的控制其环境考量面所获得之可量测结果。
• Based on yulingguan twin - arch tunnel , the author regards the structural design of tunnel as relatively reasonable by virtue of analyzing the results of tunnel field monitoring measurement , while some aspects of tunnel construction still remain to be improved
  本文以昱岭关连拱隧道为研究背景,通过对隧道现场监控量测结果分析,认为隧道结构设计较为合理,而隧道施工中存在一些需要改进的方面。
• The modal identifications for a 5 floors steel frame model from the measured vibration data subjected to earthquake , which was conducted by national earthquake research center [ yeh et al ( 1999 ) ] , have been carried out to validate the applicability and effectiveness of the proposed method
  本文先以国家地震中心完成五层楼钢结构模型受地震引致振动的量测结果[叶士青等( 1999 ) ]为例，验证本文提出方法的实用性与正确性。
• Finally , the special emphasis is laid upon the construction operation process of leigongshan tunnel . furthermore , analysis of results from monitoring measurement and its guide to construction operation is briefed . in addition , the bad situation in the construction process is commented
  最后扼要介绍了雷公山隧道的施工方法和过程，重点阐述了监控量测结果的分析及其在施工中的指导作用，并对施工中发生的不良现象进行了评述。
• Special emphasis is laid upon the construction operation process of flat tunnels with outsized span at even shallow depth , meanwhile , how to build large span flat tunnel is briefed in this article . measures taken to reduce vibrations caused by explosion in driving tunnel and surface subsidence and methods of monitoring and surveying in the course of construction are detailed in this article
  本文扼要介绍了大跨扁平隧道的施工方法，重点阐述了特大跨超浅埋扁平隧道的施工工艺过程，对爆破振动和地表沉降的控制方法，以及施工监控量测的过程和方法，并通过对量测结果的分析，说明监控量测对施工的指导作用，并对围岩稳定性进行了一些简要分析。
• And then according to every process of tunnel construction , simulated analysis is carried out . by combining with monitoring and instrumentation of surround rock periphery displacement and the face of land to sink , surround rock with spray laminating force , surround rock body internal displacement , anchor rod axle force and protect and lining build strength , we have carried out scientific analysis and synthesis judgement of the stability of tunnel wall rock and the security of timbering structure
  然后，根据隧道施工的各个工序进行模拟分析，并结合对围岩周边位移、地表下沉、围岩与喷层压力、围岩体内部位移、锚杆轴力、支护及衬砌强度进行的量测与监控，对量测结果作出了科学分析，从而对隧道围岩的稳定性和支护结构的安全性做出了综合评判。
• According to the result of monitoringmeasurement and the test data of surrounding rock pressure , primary supportstress and structure internal force , analyzed the law of soft rock deformationin the extremely high ground - stress portion of baozhen tunnel , and adjusted therelevant construction parameter , that insured construction safety
  根据现场监控量测结果和对围岩压力、初支应力、结构内力的测试数据，分析了堡镇隧道极高地应力段软岩大变形的规律，及时调整相应施工参数，确保了施工安全。
• Then the coupling beams with new reinforcement layout were made an inquiry into , and the improvement on the seismic behavior by coupling beams diagonally reinforced with a few rows in end regions was found out at last , based on the observations of the experimental phenomena and the analysis of the measurement result , and by the comparison of seismic behavior by making use of hysteretic response , ductility and energy dissipation behavior , a conclusion is presented : the code for design and construction of reinforced concrete high - rise structures ( the draft asked for advise hi 2000 ) ca n ' t ensure that the coupling beams have fairly good seismic ductility ; the result of improvement of the seismic ductility of the coupling beams by the increase hi stirrups besides the strengthen of longitudinal detailing reinforcement was n ' t obvious ; the coupling beams diagonally reinforced with a few rows in end regions have fairly good mechanisms , and the ductility and the behavior of energy dissipation are better than conventionally reinforced concrete coupling beams , so it is suitable to te tised in short coupling beams
  本文通过对三根小跨高比(均为l h = 1 . 0 )剪力墙洞口连系梁在低周反复荷载作用下的试验，了解了严格按《钢筋混凝土高层建筑结构设计与施工规程》 ( 2000年征求意见稿)设计的连梁具有的抗震性能，研究了采取增大连梁配箍量同时加强纵向构造筋的方案对抗震性能的影响，并进一步对新的配筋形式的连梁进行了探讨，了解了在连梁梁端配置多排交叉斜筋方案对连梁抗震性能的改善。通过对试验现象的观察和量测结果的分析，利用荷载?位移滞回曲线、延性和耗能性能等指标对各个试件的抗震性能进行了比较，最后得出结论： 《钢筋混凝土高层建筑结构设计与施工规程》 ( 2000年征求意见稿)不能保证小跨高比连梁具有较好的抗震延性：通过增大连梁配箍量同时加强纵向构造筋的方案对改善连梁的抗震延性的效果不太明显；梁端配置多排交叉斜筋的连梁具有相对较好的受力性能，其延性和耗能性能等各项性能指标均优于普通配筋连梁，宜在深连梁中采用。