elastic response中文是什么意思

• 肌肉弹性响应

• "elastic"中文翻译    adj. 1.有弹力[弹性]的。 2.伸缩自如的，灵活的 ...
• "response"中文翻译    n. 1.回答，答复。 2.【宗教】应唱圣歌。 3. ( ...
• "damped elastic response" 中文翻译 :    迟延弹性响应
• "elastic earthquake response" 中文翻译 :    弹性地震反应
• "elastic-plastic response" 中文翻译 :    弹塑性响应
• "elastic-response line" 中文翻译 :    弹性感应线
• "elastic" 中文翻译 :    adj. 1.有弹力[弹性]的。 2.伸缩自如的，灵活的。 3.机变的，轻快的。 an elastic body 弹性体。 elastic braces 松紧吊裤带。 elastic force 弹力。 an elastic principle 灵活性的原则。 elastic ribbon 松紧带。 an elastic temperament 开朗的性格。 n. 橡皮线，松紧带，橡皮圈。 adv. -ally
• "be response for" 中文翻译 :    对负责; 对……负责，是造成……原因; 是…造成; 是造成……原因
• "in response to" 中文翻译 :    对回应; 回答反应; 响应，反应; 响应，回答; 作为对…的反应
• "no response" 中文翻译 :    不响应; 没有响应
• "no-response" 中文翻译 :    无响应, 无应答
• "on-response" 中文翻译 :    “给”反应,给反应
• "response" 中文翻译 :    n. 1.回答，答复。 2.【宗教】应唱圣歌。 3. (因刺激等引起的)感应，反应，反响；应验；【物理学】响应；【无线电】灵敏度，感扰性；特性曲线。 His oratorical efforts evoked no response in his audience. 他的雄辩在听众中不起反响。 call forth no response in sb.'s breast 在某人心中不起反应。 in response to 应…而，答…而。 make no response 不回答。
• "response to" 中文翻译 :    对…的回答; 对……的回答,反应; 对…的反应
• "elastic elastic cartilage" 中文翻译 :    弹性纤维软骨
• "collision, elastic" 中文翻译 :    弹性碰撞
• "completely elastic" 中文翻译 :    离想弹性的; 完善弹性的
• "constant, elastic" 中文翻译 :    弹性常数
• "elastic absorption" 中文翻译 :    弹性吸收
• "elastic abutment" 中文翻译 :    弹性供座; 弹性拱座
• "elastic aftereffect" 中文翻译 :    弹性后效
• "elastic afterworking" 中文翻译 :    弹性后效; 弹性馀效
• "elastic airscrew" 中文翻译 :    弹性螺旋桨
• "elastic analogy" 中文翻译 :    弹性模拟
• "elastic analysis" 中文翻译 :    弹性分析

• Dynamic elastic responses of discrete multilayered cylinder under intensive dynamic loading
  强动载荷下离散多层圆筒的弹性动力响应分析
• In chapter 3 , we briefly present the fundamental theory of the elastic response of a spherical earth to the surface loads and the treatment to the loading effects of the barometric pressure
  第三章：简述球形弹性地球负荷响应解的基础理论和大气负荷效应的处理方法；建立大气重力和倾斜格林函数表达式
• Abstract : thermally induced stress and the relevant warpage cause by inappropriate mold design and processing conditions are problems that confounded the overall success of injection molding . a thermorheologically simple thermoviscoelastic two - dimension material model is used to simulate the residual stress and warpage within injection molded parts generated during the cooling stage of the injection molding cycle . the initial temperature field corresponds to the end of the filling stage . the fully time - dependent algorithm is based on the calculation of the elastic response at every time step . numerical results are discussed with respect to temperature and pressure
  文摘:不均匀的热残余应力及其变形是注塑成型加工中常见的工程问题之一.应用热流变简单材料的二维热粘弹本构方程得到的递推公式，数值模拟了成型中的热残余应力及其翘曲变形，并用数值实验讨论了温度、压力对注塑件残余应力及变形的影响，发现温度变化不均匀是注塑件翘曲变形的最主要原因，其影响远大于压力的作用，与工程实验的结论一致
• 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。

• elastic response in Hindi
• elastic response перевод