非结构构件的英文

• non-structural element

• "非"英文翻译    mistake; wrong; errors
• "结构"英文翻译    structure; composition; cons ...
• "构件"英文翻译    member; construction member; ...
• "结构构件" 英文翻译 :    construction element; structural element; structural member
• "结构构件对准" 英文翻译 :    structural alignment
• "结构构件起拱" 英文翻译 :    camber of structural member
• "预制结构构件" 英文翻译 :    prefabricated structural element
• "结构构件；结构元件" 英文翻译 :    structural element
• "非均匀结构构件" 英文翻译 :    non-structural member
• "结构构件垂直度" 英文翻译 :    degree of gravity vertical for structure or structural member; degree of gravity vertical forwall surface
• "砼结构构件制造" 英文翻译 :    concrete structure parts
• "钢结构构件的安全要求" 英文翻译 :    safety requirements for steel erection
• "格构构件" 英文翻译 :    latticework; latticing; trelliswork
• "非结构" 英文翻译 :    nonstructural
• "结构构架" 英文翻译 :    structural frame; structural framing
• "结构构体" 英文翻译 :    structural drawing
• "宏观结构构造" 英文翻译 :    macrostructure
• "金属结构构架" 英文翻译 :    structural metal framing
• "结构件" 英文翻译 :    construction part; structural member
• "非结构编码" 英文翻译 :    unstructured encoding
• "非结构出口" 英文翻译 :    unstructured exit
• "非结构蛋白" 英文翻译 :    nonstructural protein
• "非结构的" 英文翻译 :    nonstructural
• "非结构工程" 英文翻译 :    non-structural works
• "非结构核" 英文翻译 :    unstructured core

• According to the basic idea of the performance , the authors give the requirements of non - structural components design
  基于建筑物性能的基本思想，给出了非结构构件的性能设计要求；讨论了非结构构件和附属设备的抗震设计计算原则。
• In order to enhance the earthquake - resistant ability of the construction and offer the reference to designers , they put forward the corresponding technical measures to the nonstructural components
  对建筑的非结构构件提出了相应的抗震设防技术措施，以提高其抗震能力。
• Aiming at different performance objectives , architects can now design in a way that the expected performance of a building can be achieved
  目的是为了帮助设计者安全有效地进行非结构构件的抗震设计,设计者可以根据非结构构件的量化性能目标,对不同的设计要求决定相应的性能目标。
• On the basis of the damage to nonstructural components and the information of calamity from earthquake , the authors analyse the causes of damage and provide the objective of earthquake - resistance
  摘要针对非结构构件在地震中破坏的现象、震害情况，分析破坏原因，给出了非结构构件的抗震设防目标。
• Connection between drift ratio and performance level of nonstructural elements are brought forward . in order to produces a performance based seismic design guide for architects to help them design elements safely and efficiently
  本文不对主体结构进行研究,而是通过对主体结构变形和层间位移的分析,提出层间位移角与非结构构件的性能水平的关系。
• The results of this thesis can provide some reference for performance based seismic design of nonstructural elements . the aim of this thesis is to through analysing seismic design of nonstructural elements , promote the applications and developments of isolator - seismic structure technology in our country
  本文的分析结果为基础隔震结构非结构构件基于性能的设计提供了有价值的参考,旨在通过对非结构构件的抗震设计研究,推动隔震技术在我国的发展和运用。
• The seismic security of the nonstructural elements is closely linked with the safety of the indicates that the one economic people ' s lives and properties . a lot of earthquake damage loss caused by the nonstructural elements damage is farmore than thecaused by the structural elements damage in the middling earthquake . moreover , the nonstructural elements damage probably arouses the people ' s casualty . so the people more and more regard the seismic security of the nonstructural elements
  非结构构件的地震安全性与人民的生命和财产的安全息息相关,世界各地的大量震害表明,在中等强度地震作用下,由于非结构构件破坏造成的经济损失可能远远大于由于结构破坏而造成的经济损失,此外,非结构的破坏也可能引起人员伤亡,因此,非结构构件的地震安全性越来越多的引起人们的重视。
• Three base isolation reinforced concrete buildings representing low - rise , mid - rise , and mid - high - rise buildings are modeled to perform structural simulations by utilizing sap2000 dynamic analysis . in which the isolator - seismic layer adopt some standard interlayer rubber isolator . numerical deformations and drifts are compared with those obtained from test data and experienced data to develop seismic design performence level of nonstructural elements . this research does not deal with structural strength or design , but rather deals with structural deformations and drifts that will have an impact on the performance of the architectural
  本文设计了三个基础隔震的钢筋混凝土框架结构,分别代表低、中、高层建筑,其中隔震层采用标准件的夹层橡胶隔震垫,通过建立三维分析模型,运用sap2000软件对结构进行非线性时程分析,分析结果与前人研究试验结果分析对比,提出了非结构构件的抗震性能目标。