弹性反应的英文

• elastic reaction
• elaxtic reaction
• elaxtic response
• resilient response

• "弹性"英文翻译    elasticity; resilience; spri ...
• "反应"英文翻译    neaction
• "粘弹性反应" 英文翻译 :    viscoelastic response
• "弹性反应后效" 英文翻译 :    elastic reaction
• "弹性反应截面" 英文翻译 :    elastic cross section; elastic cross-section
• "非弹性反应截面" 英文翻译 :    inelastic cross section
• "性反应" 英文翻译 :    sexual reaction; sexual response; ual reaction
• "弹性反冲" 英文翻译 :    elastic recoil
• "弹性反馈" 英文翻译 :    elastic feedback
• "阳性反应, 正反应" 英文翻译 :    positive reaction
• "【化学】碱性反应。" 英文翻译 :    alkaline reaction
• "保护性反应" 英文翻译 :    aversion response; protective reaction; protective response
• "避性反应" 英文翻译 :    phobic response
• "变时性反应" 英文翻译 :    chronotropic response
• "变性反应" 英文翻译 :    degeneration reaction; der; dr; reaction of degeneration, rd
• "变应性反应" 英文翻译 :    allergic reaction
• "丙性反应" 英文翻译 :    amphoteric reaction
• "沉默性反应" 英文翻译 :    rapetrauma syndrome: silentt
• "成骨性反应" 英文翻译 :    osteoblastic reaction
• "呈碱性反应" 英文翻译 :    react basic
• "呈酸性反应" 英文翻译 :    react acid; react basic
• "创伤性反应" 英文翻译 :    traumatic reaction
• "刺激性反应" 英文翻译 :    irritative response
• "错性反应" 英文翻译 :    perversion of response
• "代偿性反应" 英文翻译 :    compensatory response

• In this paper , based on the elastic spectra in gb50011 - 2001 , an improved capacity spectra curve is developed by using the equations of
  在我国抗震规范的弹性反应谱的基础上,结合不同场地土情况下得到的
• The inelastic response demand spectrum of four site condition is gotten by employed vidic ' s strength reduction factors method based on response spectrum of chinese code for highway engineering seismic resistance design ( jtj 004 - 89 )
  利用我国规范提供的弹性反应谱，利用vidic提出的折减系数，建立了不同场地条件的非弹性地震反应需求谱。
• 3 . according to the classifying of the earthquake records , the influencing degree of different ground motions to the eccentric buildings is researched . the response of the irregular rc frame under the strong ground motions is analyzed using the fiber models
  3 、根据地震动类型的划分标准，考察了各种类型的地面运动对偏心结构非弹性反应的影响程度；采用纤维模型梁柱单元分别模拟了单层和多层不规则结构在不同类型地面运动作用下的强震反应过程，对结构的变形峰值与滞回耗能情况进行了考察。
• The inelastic demand spectra are established according to the new chinese seismic design code for buildings by means of force reduction factor r and ductility factor u , thus , a simple and practical method is established for seismic damage assessment in combination with capacity spectrum method ; the structure ' s push - over curve of second earthquake is gained by cutting the curve of quasi - test reversal load pattern method , thus , the structure ' s cumulate damage level can be computed by the capacity spectrum method too ; the results of an example are compared with the facts , and the validity and simplicity of this method is approved
  利用r -关系基于抗震规范弹性反应谱建立了能力谱方法中的需求谱，并将该法和能力谱方法结合，建立了一种简单实用的结构损伤评估方法；对拟静力循环往复加载曲线的截取，得到了第二次地震作用的push - over曲线，从而能够继续使用能力谱方法得到结构物的累积损伤值；通过算例阐述了该法的计算步骤，所得结果符合基本规律，且具有概念明确、简单实用的优点。
• 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。
• The paper carried out elastic response spectrum analysis on staggered truss frame system , input two strong ground motion records to carry out elastic and plastic time - history analysis . the paper compared the difference of aseismic property between 20 - storeyed composite truss and 20 - storeyed braced composite truss , and concluded that longitudinal brace can not only increase the rigidity but also reduce drift displacement of the first storey . in addition , the paper adopted displacement coefficiency in push - over method to obtain object displacement , and gave the failure modes of the two structures respectively
  本文对钢结构交错桁架体系进行了弹性反应谱分析、输入了两条强震记录进行弹性以及弹塑性时程分析，对比了20层混合式和20层纵向带支撑混合式在弹性阶段及弹塑性阶段的抗震性能区别，得出纵向带支撑不但有利于增大纵向的刚度，还可以减小结构底层层间变形的结果；利用pushover的位移系数方法得出了结构的目标位移，并得出了两种结构的破坏模式。

• 弹性反应的日语：だんせいおうとう