弹性反应 meaning in English
elastic reaction
elaxtic reaction
elaxtic response
resilient response
Examples
- 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。