两阶段设计的英文

• two-stage design

• "两"英文翻译    two
• "阶段"英文翻译    stage; phase; period; gradat ...
• "设计"英文翻译    devise; project; plan; desig ...
• "分阶段设计" 英文翻译 :    step by step design
• "三阶段设计" 英文翻译 :    three-step design
• "一阶段设计" 英文翻译 :    one-stage design
• "破坏阶段设计" 英文翻译 :    collapse design method
• "弹性阶段设计法" 英文翻译 :    elastic design method; elastic method
• "破坏阶段设计法" 英文翻译 :    collapse method
• "塑性阶段设计法" 英文翻译 :    plastic method
• "两阶段策略" 英文翻译 :    two-stage policy
• "两阶段查找" 英文翻译 :    two-phase lookup
• "两阶段程序" 英文翻译 :    two-stage process
• "两阶段的" 英文翻译 :    two stage
• "两阶段法" 英文翻译 :    two-phase method
• "两阶段接入" 英文翻译 :    two phase access mode
• "两阶段年龄" 英文翻译 :    two-stage age
• "两阶段实验" 英文翻译 :    two-stage experiment
• "两阶段提交" 英文翻译 :    two-phase commit
• "两阶段系统" 英文翻译 :    two-stage system
• "两阶段项目" 英文翻译 :    two-phased project
• "两阶段样品" 英文翻译 :    two-stage sample
• "九段设计 九段设计" 英文翻译 :    nine-stagedesign
• "分段设计" 英文翻译 :    step-by-step design
• "分段设计法" 英文翻译 :    piecewise design procedure

• On the basis of establishing the model of the axial tensile members of the prestressed concrete filled steel tubular , two - step design method is used to explain the principle of work and the stability bearing capacity of the structure at the stage prestressing is analyzed ; 2
  本文主要进行了如下工作： 1在建立预应力钢管混凝土轴心受拉构件模型的基础上，用两阶段设计法阐述了其工作机理，并对结构在预应力施加阶段的稳定承载力进行了理论分析； 2
• In this paper , the three level fortification criterion , two stage design method and the elastic response spectrum theory are adopted , and the program of nba ( the program of nonlinear - aseismic analysis for beam bridge ) is used to calculate . through gathering , analyzing and calculating a lot of bridge design materials , this paper induces a simple way to calculate the relative displacement of the beam and the pier , and then according to the current design method , it concludes a better design principle of the supporting length of the beams . at the same time the dynamics is adopted to put forward the design method of the carrying capacity and the lengthen of prestress wire ( steel bar ) falling - off prevention structures of highway bridges
  本论文采用三水准设防、两阶段设计方法、弹性反应谱计算理论，运用桥梁结构非线性地震响应分析程序nba ( theprogramofnonlinear ? aseismicanalysisforbeambridge )进行计算；通过收集大量的实桥设计资料，经分析计算，归纳总结出计算上下部结构相对位移的简便计算方法；并综合国内外的经验值，提出梁的支承长度se的设计原则；同时运用动力学突加荷载的原理，推导分析了预应力钢绞线式(钢棒连接式)落梁防止装置设计承载力的计算方法和设计伸长量s _ f的取值；最后本文通过实桥计算，说明了落梁防止系统设计的方法。
• The three level fortification criterion and two stage design method and the elastic response spectrum theory are adopted , and the program of nba ( the program of nonlinear - aseismic analysis for beam bridge ) is used to calculate . a lot of bridge design materials are gathered , through analyzing and calculating , the bridge and the lrb are related by the intrinsic period
  本论文采用三水准设防、两阶段设计方法、弹性反应谱计算理论，采用桥梁结构非线性地震响应分析程序nba ( theprogramofnonlinear ? aseismicanalysisforbeambridge )进行计算；通过收集大量的实桥设计资料，经分析计算，通过周期将桥梁与铅销橡胶支座联系起来。