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1)  seismic residual deformation
地震残余位移
2)  Residual displacement
残余位移
1.
Residual displacement is undesirable because it presents problems during repair and reconstruction after an earthquake.
遭受近场具有脉冲地层运动的桥梁由于非线性变形桥墩会产生残余位移,给桥梁震后的维修和重建带来困难。
2.
The formulas of the limit pressure,response time and residual displacement of the vessels are proposed.
采用刚塑性模型对双层“长”扁平绕带式压力容器受径向矩形脉冲内压作用的动力响应进行了分析,给出了结构在中载和高载作用下的变形模态、极限压力、响应时间和残余位移的表达式。
3.
Comparison aspects include hysteresis loops,skeleton curve,ductility,dissipation capability,residual displacement and column curvature distribution.
试验结果表明:预应力筋提高了构件的自复位能力,而耗能能力降低;承插式构件破坏形态是弯曲为主的延性破坏,骨架曲线具有强度稳定段,水平抗力和耗能能力较优;节段式构件集中在节缝区域破坏,残余位移比承捅式构件小得多。
3)  residual rate of displacement
位移残余率
4)  earthquake-induced permanent deformation
地震残余变形
1.
Evaluation method of earthquake-induced permanent deformation and dynamic stability are proposed based on 3D nonlinear dynamic FEM for the high concrete-faced rockfill dam(CFRD) of Jishixia Hydroelectric Project in meizoseismal area of west China.
采用三维非线性动力有限元分析方法,针对西部强震区的积石峡水电站工程的高混凝土面板堆石坝,在地震反应分析基础上,应用所建立的分析方法,重点研究了该坝的地震残余变形、坝体单元抗震安全性、面板及坝坡的抗震稳定性,得出了大坝地震残余变形和动力稳定的有关规律和结论,可供工程建设参考。
2.
Based on 3-D nonlinear dynamic FEM, taking a high core rockfill dam as study object, earthquake-induced permanent deformation and dynamic stability evaluation methods are proposed.
针对西部强震区一 300m 级高心墙堆石坝,采用三维非线性有效应力动力有限元分析方法,在地震反应分析基础上,应用所建立的分析方法,重点研究了高心墙堆石坝的地震残余变形、坝体单元抗震安全性和坝坡的抗震稳定性,得出了大坝地震残余变形和动力稳定的有关规律和结论,可供工程建设参考。
3.
A comprehensive analysis on the calculations of the dam slope dynamic stability,the earthquake-induced permanent deformation,the liquefaction potential,the element anti-seismic safety as well as the sand seismic safety of impervious core,indicates the maximum anti-seismic capability of this dam is 0.
根据坝坡稳定性、地震残余变形、液化可能性、单元抗震安全性及防渗体安全等多角度的评价结果,初步认为两河口高心墙堆石坝的极限抗震能力为0。
5)  seismic displacement
地震位移
1.
Analysis of seismic displacement control for long-span bridges by using SMA dampers;
基于SMA阻尼器的大跨桥梁地震位移控制分析
6)  residual displacement ratio spectrum
残余位移比谱
补充资料:C10-12-烷基苯衍生物蒸馏残余
CAS:68988-79-4
分子式:Whole alkyl C10-12-benzene bottoms
中文名称:C10-12-烷基苯衍生物蒸馏残余
英文名称:Benzene, C10-12-alkyl derivs., distn. residues; C10-12-Alkylbenzene bottoms; Benzene,C10-12-alkyl derivs.,distn. residues
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
参考词条