设计地震的英文

• design earthquake
• operating-basis earthquake

• "设计"英文翻译    devise; project; plan; desig ...
• "地震"英文翻译    earthquake; earthshock; eart ...
• "设计地震力" 英文翻译 :    design seismic force
• "设计地震烈度" 英文翻译 :    safe shut down earthquake
• "统计地震学" 英文翻译 :    statistical seismology; statisticalseismology
• "设计地理学" 英文翻译 :    constructive geography
• "电流计地震仪" 英文翻译 :    galvanometric seismograph
• "统计地震反应" 英文翻译 :    statistical seismic response
• "设计地基反力系数" 英文翻译 :    design subgrade modulus
• "地震设计" 英文翻译 :    seismic design
• "地震设计烈度" 英文翻译 :    seismic design intensity
• "设计基本地震" 英文翻译 :    dbe
• "设计基准地震" 英文翻译 :    design basis earthquake
• "统计地" 英文翻译 :    statistically
• "设计许用地震力" 英文翻译 :    seismic force for designing
• "设计基本地震加速度" 英文翻译 :    design basic acceleration of ground motion
• "不计地价" 英文翻译 :    nil premium
• "可估计地" 英文翻译 :    at random aimlessly without any plan
• "千方百计地" 英文翻译 :    in a thousand and one ways; in every possible way
• "人口统计地" 英文翻译 :    demographically
• "统计地图" 英文翻译 :    mapgraph; statistic map; statistical map
• "统计地质学" 英文翻译 :    geostatistics
• "用气压计地" 英文翻译 :    barometrically
• "地震" 英文翻译 :    [地球物理] earthquake; earthshock; earthdin; temblor; seism 国家地震局 the state bureau of seismology; 急速地震 tachyseism; 预报地震 predict earthquake; 火山地震 volcanic earthquake; 多地震地区 a land of earthquake; 地震有时会摧毁整个城市。 an earthquake sometimes destroys whole cities. 日本时常遭受地震之苦。 japan often suffers from earthquakes.; 地震保险 earthquake insurance; 地震报告 seismological bulletin; 地震长期预报 long-term earthquake forecast; 地震成因 origin of earthquake; 地震带 earthquake zone; seismic belt; seismic zone; 地震短期预报 short-term earthquake forecast; 地震工作者 seismologist; 地震观测 seismological observation
• "比较统计地图" 英文翻译 :    cartogram

• Study of seismic effects and seismic dynamic parameters of a large pumped storage power station site
  大型抽水蓄能电站场地地震动效应及设计地震动参数研究
• A model used pga , pgv and pgd for calibrating seismic response spectrum was introduced
  介绍了用地面峰值加速度( pga ) 、峰值速度( pgv )和峰值位移( pgd )三个参数标定设计地震反应谱的模型。
• But in fact their design response spectrum could be very different so that the parameters of ground motion for building design could be improper
  实际上，两者可以相差很多，由此确定的设计地震动参数势必不尽合理。
• Factually there is no assurance for ductility in this coefficient . furthermore , the seismic force is comparatively lower in design than in fact . both of them necessarily increase the seismic risk
  实际规范中并没有延性构造保证，加之我国当前设计地震作用相对偏低，更增加了地震破坏的危险性。
• After considering the influences of the tensility performance and ratio of damping on the earthquake action of steel structure , the reference formula to design the earthquake force based on the is given
  在考虑了钢结构的延性性能、阻尼比等因素对结构地震作用的影响之后，给出了采用概率延性调整系数的设计地震力的参考公式。
• In this paper , base on the synthetic analysis of the earthquake hazard of laiwu city , the anti - seismic fortification standards ( the design intensity and the seismic design dynamic coefficient ) in diferent areas of the city are given
  本文在综合分析莱芜市地震危险性的基础上，对莱芜市莱城区抗震设防标准(设防烈度及设计地震动参数)进行了研究。
• So , we can draw some conclusions as follows : the method of upgrading the seismic - measures which is adopted by gb50223 - 95 is effective and is more effective than the method of upgrading the earthquake - design - level for those category frames of which seismic - measures are needed to be upgraded from grade 2 to grade 1 . but for those category frames of which seismic - measures are not upgraded from grade 2 to grade 1 ( e . g . those frame of which seismic - measures are needed to be upgraded from grade 3 to grade 2 or from grade 4 to grade 3 ) , whether the method of upgrading seismic - measure is more effective than the method of upgrading earthquake - design - level needs further research
  因而可以有如下结论， gb50223 - 95对乙类建筑所采用的提高抗震措施等级的设计思路是有效的，并且，对于抗震措施需从二级提高到一级的乙类建筑，该方法比提高设计地震力的方法更为有效；但对于抗震措施不是从二级提高到一级（如从三级提高到二级、或从四级提高到三级）的乙类建筑，提高抗震措施等级的方法是否一定比提高设计地震力的方法更有效尚需作进一步探讨。
• Thirdly . based on the analysis of the engineering geology , hydrogeology and the dynamic peculiarity of the site soil , and the analysis and caculation of the seismic reaction , it gains the anti - seismic design coefficient and divided the city area into three seperate defence zones . marked a , b , c . finally , it makes a researsh of the seismic effect of the site of the city and makes the suggestions of the land utilizing . dividing the city land into 4 sub - zones
  第三在分析研究莱芜工程地质、水文地质及场地土动力特征的基础上对莱芜市场地地震反应进行了分析计算，得出莱芜市抗震设计地震参数，并分为a 、 b 、 c三个设防区。最后对场地地震破坏效应进行了研究，对莱芜市土地利用进行了分区，并提出了合理利用土地建议。
• The three frames are category frame without upgrading seismic - measures and earthquake - design - level , category frame of higher seismic - measures and category frame of higher earthquake - design - level . then , the author carries out nonlinear dynamic analysis on three frames under intermediate earthquake action and rare earthquake action . the results show as follows : ( a ) the performance of the two category frames of higher seismic - measures or higher earthquake - design - level are much better than that of category frame ; ( b ) the earthquake - design - level of higher earthquake - design - level category frame is upgraded by 50 percent , which is a high limit that is adopted by foreign codes
  结果表明：按照提高抗震措施等级设计的乙类建筑框架和按照提高地震力设计的乙类建筑框架在地震作用下的反应都明显好于仅按丙类建筑进行抗震设防的框架；提高设计地震力的乙类建筑框架的设计地震力提高幅度为50 % ，与国外重要建筑地震力提高幅度相比已经是一个上限水准，但分析结果仍然显示，这样设计出来的乙类建筑框架，无论是在中震还是在大震作用下，其表现出来的抗震性能都不及提高抗震措施等级的乙类建筑框架。
• This paper relates to some problems about the determination of design ground motion parameters , which include the choice of the attenuation relationship of rock horizontal acceleration response spectrum , the impact of focal depth to rock peak horizontal acceleration and rock response spectrum curves , the choice of intensity envelops function and random input phase , the choice of soil nonlinearity and shear wave velocity , scale of design ground motion response spectrum etc . in the researches of relative aspect , based on a typical section plane of the engineering site , influence of the change of some parameters on design ground motion parameters and the existing errors and corresponding rules are studied by using the method of one dimension model of equivalent linearization
  摘要研究了确定设计地震动参数中涉及的若干问题，其中包括基岩水平加速度反应谱衰减关系的选择、震源深度对基岩水平加速度峰值及基岩反应谱曲线的影响、强度包络线函数及输入随机相位的选择、土体非线性特性参数和土层剪切波速值的选择、设计地震动反应谱的标定等问题。