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earthquake magnitude中文是什么意思

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用"earthquake magnitude"造句"earthquake magnitude"怎么读"earthquake magnitude" in a sentence

中文翻译手机手机版

  • 地基基础抗震地震震级
  • 地震等级
  • 地震规模
  • 震级

例句与用法

  • General ruler for earthquake magnitude
    地震震级的规定
  • The analysis results are as follows : it is very possible that the reservoir bottom rock will be destroyed , the reservoir - induced earthquake is likely to be induced , and the greatest earthquake magnitude is about 5
    结果表明,水库底部岩石发生破坏的可能性很大,极可能引起水库的诱发地震,其最大震级为5级左右。
  • The reservoir - induced earthquake magnitude is usually ! low but its epicentral intensity is high and is nearby important equipments . so it can destroy seriously project and induce secondary disasters
    由于水库诱发地震震中都紧邻重要水利工程设施,且震源浅,震中烈度高,所以虽然震级大部分不高仍然可造成大的破坏。
  • Based on the comprehensive statistical analysis of inelastic displacement ratios , the regression equations of - r - t about the strength reduction coefficient and inelastic displacement ratios are obtained . the effects of soil condition , earthquake magnitude , epicenter distance , damp ratios and hysteretic characteristics are considered in detail
    通过对理想双线性体系的均值弹塑性位移比与强度折减系数进行了统计分析与数值拟合,建立了两大类场地土(硬土、软土)下的- r - t回归公式。
  • Several important conclusions are gained by the analysis of push - over method and quasi - static reversal load pattern to a reinforced concrete structure : under the two earthquakes , the responses of structure are more serious than the responses under single earthquake , by the conclusion , it is not rationality that structure ' s earthquake damage prediction under single earthquake ; the main - after earthquake action is different from fore - main earthquake action under the same earthquake magnitude combination ; the push - over analysis to the structure is convenient and utility , it also reflects the response and performance of structure under the earthquake , so the method ' s development future is wide . based on the research of the former scholars , some means of structure resisting earthquake are introduced in the last part of this thesis , and the result of earthquake damage prediction for the planning area of quanzhou city is given
    通过对一钢筋混凝土结构进行push - over分析与拟静力循环往复加载分析,得到了一些重要结论:在两次地震动作用下,结构物的反应比仅考虑一次地震动作用时的反应要严重的多,从而说明传统上仅仅考虑一次地震动作用的建筑物震害预测是不合理的:即使在同震级组合的两次地震作用下,前震主震型、主震余震型地震对结构物产生的破坏作用也是不尽相同的;对结构物进行静力弹塑性分析的方法( push - over方法)简便实用,并能较准确地反映大震下结构的一般性能和反应,再一次的证明了该方法具有广阔的发展前景;根据前人的研究成果,在本文的最后,简单的介绍了一些结构物抵御多次地震破坏作用的方法,并给出了泉州市规划区内钢筋混凝土框架结构群体震害预测的结果。
  • Four records with different earthquake magnitude , epicentral distance and spectrum ingredient are selected as the seismic input . the result of it compared with the result of test and spectrum analysis . lastly , on the basis of analysis result the conclusion is drawn and the recommendation and perspectives are put forward
    选取了el - centro波等四条不同震级、不同震中距及频谱成份不同的地震波作为输入波,对其进行了反应谱分析,计算结构在其作用下的动力反应,并与试验结果及反应谱分析结果进行对比。
  • Based on 266 strong ground motion records from 15 earthquakes in america , an attenuation relationship was used to relate energy spectra to earthquake magnitude , source - to - site distance , and site class . the purpose of this study is to make a foundation of energy - based design and seismic hazard analysis . the main achievements of this study could be summarized as follows : 1
    本文的主要工作就是利用所掌握的地震动记录,采用两步回归法对地震动的各种能量参数进行回归分析,找出地震动的能量参数随震级、距离等参数的衰减关系,为基于能量的方法能够应用到抗震设计及震害评估等实际工程中奠定基础。
  • For the analog low - gain displacement - type records , two horizontal - component records of a m7 . 1 aftershock of tangshan earthquake , july 28 , 1976 , in tai ' an seismic station are used as the example to show the procedures of digitizing , arc - shape correction , baseline correction , equal - interval interpolation and instrument response correction . the reliability of the analog low - gain displacement - type records for long period study is also discussed . in order the database to have a better magnitude - distance distribution , a method to estimate the long period response spectrum values from earthquake magnitude definition is developed
    对于模拟式低放大倍数位移记录,以泰安地震台的513型中强地震仪所记录的1976年7月28日唐山地震的7 . 1级余震两个水平分向的记录图为例,详细说明了对记录图数字化、弧型校正、基线校正、等距插值、仪器响应校正等步骤,计算了周期t 10s的反应谱,分析了它们的可靠性。
  • 754 horizontal - component digital broad - band records in western north america are processed . the acceleration response spectra are calculated and used as part of the database . the response spectrum values are estimated by the earthquake magnitude definition and are used as another part of the database
    将美国西部地区作为参考地区,对美国南加州地区的数字宽频带记录进行了搜集与处理后作为观测资料,共754条水平向记录,与利用震级定义所估计的反应谱值一起,用统计回归的方法建立美国西部长周期加速度反应谱衰减关系。
  • First of all , it determines the scope in which earthquake might be genetated , the potential seismic sources areas and the upper limit of the earthquake magnitude through the analysis , research and evaluation of the area seismic geological condition of the workzone . secondly , according tothe research of the seismic activity , it also determines the seismic activity coefficients for per potential seismic sources areas , and the delay relation of seismic intensity and seismic accelaration , and then three different seismic intenstities and dynamic strength of bedroch under different probability are given . through the analysis and caculation of earthquake hazard with the analytic approach of probability
    首先,对工作区的区域地震地质环境进行了分析、研究、评价,确定了莱芜市可能发生地震的范围、潜在震源及其震级上限等。其次,根据对地震活动性的认识,确定了各潜在震源区的地震活动性参数及莱芜市地震烈度和地震加速度衰减关系,在此基础上用概率分析法对莱芜市地震危险性进行了分析计算,得到了莱芜市在三种不同概率水平下的地震烈度和基岩地震动强度。
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