disastrous earthquake 中文意思是什麼

disastrous earthquake 解釋
災害性地震
  • disastrous : adj. 引起災難的；悲慘的；損害重大的；不幸的。 with consequences disastrous beyond imagination 後果不堪設想。adv. -ly
  • earthquake : n. 1. 地震。2. 大變動，動亂。
  1. The year 1976 saw a disastrous earthquake in tangshan

    1976年發生了唐山大地震。
  2. The most important event in san francisco ' s history was the disastrous earthquake and fire of 1906

    舊金山歷史上最重要的事件是發生在1906年的損失慘重的地震和火災。
  3. The disastrous earthquake that occurred west of northern sumatra over the indian ocean on 26 december 2004 was located on the latter seismic belt

    二零零四年十二月二十六日發生在蘇門答臘北部以西的印度洋的大地震，其震中正位於上述的第二個地震帶。
  4. The model added the three kinds of edd - bracing system on the 1st, the 2nd and the top weak floor, experiences simulative minute earthquake and disastrous earthquake

    試驗分別在五層鋼框架模型的第一、三和五層薄弱層設置三種耗能阻尼器支撐，進行了多遇地震和罕遇地震的抗震試驗。
  5. At the request of the world meteorological organization, mr k h yeung, assistant director of the hong kong observatory, visited the pakistan meteorological department on 8 - 10 november 2005 to draw up a proposal to enhance the meteorological and seismological services provided by that department in support of relief and reconstruction after the disastrous earthquake of 8 october 2005

    到巴基斯坦協助地震災后復原應世界氣象組織之邀請，香港天文臺助理臺長楊繼興先生在2005月11月7至10日到巴基斯坦氣象局訪問，並就如何加強該局為地震災后救援及重建所提供的氣象和地震服務提出建議。
  6. According to the shear - type floor model of frame structure, a basic control equation is constructed to analyze the nonlinear seismic responses of structure equipped with edd - bracing system. subsequently the dynamical finite element analysis are carried on to obtain the seismic response of a twelve - floor r. c frame with the three edd - bracing system under minute earthquake and disastrous earthquake, and the conclusions provide useful references for practical earthquake - resistant design

    基於框架結構剪切型層模型，建立了耗能阻尼器對建築結構非線性地震反應的基本控制方程，由此進行了某十二層鋼筋混凝土框架結構設置三種耗能阻尼器在多遇和罕遇地震下的動力有限元分析，為進行實際結構設置耗能阻尼器的抗震設計提供了有益的參考。
  7. Special - shaped column frame with ved, frd and f - ved are analyzed under minute earthquake and disastrous earthquake, which are compared to that of r. c. special - shaped column frame. the results indicates that the new system with ved, frd and f - ved can effectively reduced the seismic responses than special - shaped column frame ; and that it is more obvious for r. c

    最後本文對設置ved 、 frd和f - ved的異型柱框架結構在水平地震作用下的反應進行了時程分析，通過與純異型柱框架結構在同一地震作用下的時程曲線進行比較，得出以下結論： 1 ）採用設置ved 、 frd和f - ved的異型柱框架消能減震結構體系可以有效減小地震反應； 2 ）設置f - ved的異型柱框架結構的減震效果比設置ved或frd更明顯。
  8. The results of test and theoretical calculation indicate that the friction device does not slide under minute earthquake, thus the control effort of f - ved corresponds with ved, and the action of frd is the same as pure brace. when disastrous earthquake occurs, the viscoelastic material reaches its shear limits and the friction device begins to slide, so the control effort of f - ved is the best

    試驗結果和理論計算結果表明，在多遇地震下摩擦機構不起滑，粘彈性-摩擦阻尼器的減振效果和純粘彈性阻尼器相當，而摩擦阻尼器的作用相當于純支撐；在罕遇地震下粘彈性材料達到剪切極限，摩擦機構起滑，故粘彈性-摩擦阻尼器的減振效果最好。
  9. However, immersed tunnels are generally build in soft soil shallowly and affected greatly by the earthquake. in view of its importance and underwater particularity, the destruction of immersed tunnels will be disastrous. accordingly, it is necessary to carry out earthquake - resistant research of immersed tunnels

    然而，沉管隧道一般修建在軟弱地層中，埋置淺，受地震影響大，同時由於沉管隧道的重要性及在水下的特殊性，一旦破壞將產生災難性後果，因此，對沉管隧道進行抗震研究是十分必要的。
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