一阶段设计的英文

• one-stage design

• "一"英文翻译    one
• "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
• "两阶段设计" 英文翻译 :    two-stage design
• "三阶段设计" 英文翻译 :    three-step 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
• "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
• "九段设计" 英文翻译 :    nine-stage design
• "三段设计" 英文翻译 :    three-stage design
• "收缩段设计" 英文翻译 :    contraction design
• "第一阶段" 英文翻译 :    first phase; first stage; firstphase
• "第一阶段的" 英文翻译 :    first stage
• "前一阶段" 英文翻译 :    the preceding stage
• "上一阶段" 英文翻译 :    upper stage
• "一阶段抽样" 英文翻译 :    one-stage sampling
• "一阶段接入" 英文翻译 :    one phase access
• "一阶段型" 英文翻译 :    one-stpattern
• "在同一阶段" 英文翻译 :    in the corresponding period
• "号志时段设计" 英文翻译 :    signal timing design

• As to the irregular structure , only the first step of design is really performed according to the chinese code for seismic , and the structures " response under the fortification and rare seismic action need to be reviewed through some three - dimensional nonlinear analysis quantificationally
  对于不规则结构，我国目前事实上只能做到一阶段设计，我国现行规范中有关抗扭设计的方法在设防地震和罕遇地震作用下的效果到底如何，有待通过三维非线性地震反应模拟给出一些定量的分析。
• At present , functions and forms of buildings trend towards diversification , plane and set up surface irregular already quite general structure even more , outstanding to torsion effect question , it is more nessary to go on and assess and prove safely to code design method even more . as far as the irregular structure , only the first step of design is really performed according to the chinese code for seismic , and the structures " response under the fortification and rare seismic action need to be reviewed through some three - dimensional nonlinear analysis quantificationally
  当前，建筑物的功能和形式更趋多样化，平面及立面不规则结构已相当普遍，扭转问题更加突出，更需要对规范的设计方法是否足够安全进行评估和验证。对于不规则结构，我国目前事实上只能做到一阶段设计，我国现行规范中有关抗扭设计的方法在设防地震和罕遇地震作用下的效果到底如何，有待通过三维非线性地震反应模拟给出一些定量的分析。