無震斷層 的英文怎麼說

中文拼音 [wúzhènduàncéng]
無震斷層 英文
aseismic fault
  • 無 : 無Ⅰ動詞（沒有） not have; there is not; be without Ⅱ名詞1 （沒有） nothing; nil 2 （姓氏） a surn...
  • 震 : Ⅰ動詞1 （震動） quake; shake; shock; vibrate 2 （情緒過分激動） be greatly excited; be deeply ast...
  • 斷 : Ⅰ動詞1 （分成段） break; snap 2 （斷絕;隔斷） break off; cut off; stop 3 （戒除） give up; abstai...
  • 層 : i 量詞1 （用於重疊、積累的東西 如樓層、階層、地層） storey; tier; stratum 2 （用於可以分項分步的...
  • 斷層 : fault; slip; slicle; fracture; dislocation
  1. The existence of silent earthquakes gives scientists a completely new angle on the slip process by permitting the detailed study of fault zones through every stage of their movement

    然而，無聲地震的存在卻提供科學家一個全新的角度，來看待斷層滑動的過程，讓他們對斷層帶運動的每個階段做更仔細的研究。
  2. The importance of deciphering fault slip is difficult to overstate because when faults slip quickly, they can cause immense damage, sometimes at a great distance from the source

    要去了解、解釋斷層滑動的重要性是無庸置疑的，因為一旦斷層快速滑動，將會造成巨大的災情，有時發生位置甚至離震源還有一大段距離。
  3. From volcanic eruptions on the caribbean island of montserrat and trembling fault lines in turkey, to storms ripping through the notorious " tornado alley " of america s midwest, modern - day disasters from around the globe are witnessed in eye - popping enormity on the giant screen

    經歷加勒比海蒙特塞拉特島的火山爆發土耳其的斷層地震，以至肆虐美國中西部的卷風，觀眾可在巨大的半球型銀幕下，目睹這些災難，感受大自然隱藏著的無比大力量。
  4. After the early morning earthquake of september 21, 1999, the most severely damaged spot along fontsing road was a mere two hundred meters from sister jiang s house. when she looked around, she was shocked : buildings were leveled ; families were ruined ; twisted roads rose above the ground to a height of a two - story building. on the 60 - meter wide fontsing road, not one inch remained that could be walked upon

    九二一大地震那晚，豐勢路上受創最嚴重的地區，剛好離江師姊家不到二百公尺，放眼望去到處是斷垣殘壁家破人亡的景象慘不忍睹，馬路也已扭曲變形，被噴起的泥漿沖擠到有如二層樓高，六十米寬的豐勢路無一縫隙可行。
  5. This discovery lends credence to the controversial idea of forcefully injecting water or steam into faults at the base of an unstable flank to trigger the stress - relieving earthquakes needed to let it down slowly

    這項發現無疑為一個爭議性的構想打了一劑強心針：在不穩固邊坡底部的斷層，強行注入水或蒸氣，目的是引發地震、釋放應力，以緩慢降低邊坡坡度。
  6. Referring to three kinds of plan irregularity, structures individually with four kinds of irregularity as eccentricity in one direction, eccentricities in two directions, re - entrant corner irregularity and diaphragm discontinuity have been analyzed to investigate the relationship between torsion effects and parameters of above irregular structures. the parameters and the schemes for determining the scope of structures with different kind of irregularity considering seismic action in two directions simultaneously are proposed, some conclusions have been get as following : it is indicated by the analysis results that torsion effect has no dependency relation with eccentric torsional angel adopted in code for seismic design for buildings. it is suggested that the eccentric torsional angel should not be take as the parameter of torsion effect of structures considering seismic action in two directions simultaneously ; for the structures with regular plan and elevation and with eccentricity in one direction due to irregular mass layout, the relative eccentricity can be take as the parameter of torsion effect of structures considering seismic action in two directions simultaneously ; for the structures with regular plan and elevation and with eccentricities in two directions due to irregular mass layout, the ratio of relative eccentricities in two directions and the angel of them can be take as the parameters of torsion effect of structures considering seismic action in two directions simultaneously ; it is indicated by the analysis results that the torsion effect has no dependency relation with re - entrant corner ratio adopted in code for seismic design for buildings as

    所取得的主要結論有：結構的扭轉效應與《抗震規范》所採用的扭轉不規則指標即偏心扭轉角之間的相關性較差，偏心扭轉角不宜作為判斷結構是否計及扭轉效應及需考慮雙向水平地震作用的界定指標；對于樓層間均勻偏心的多層單向偏心結構，建議採用相對偏心距作為需考慮雙向水平地震作用的界定指標，並給出針對不同平面尺寸的界限相對偏心距；對于樓層間均勻偏心的多層雙向偏心結構，建議採用兩個主軸方向的相對偏心距及其夾角作為界定指標，結合單向偏心結構的界定方案進行需考慮雙向水平地震作用的結構范圍界定；凸凹不規則結構的扭轉效應與凸凹比例無正相關關系， 《抗震規范》要求所有平面布置不對稱的凸凹不規則結構計及扭轉效應的規定欠妥當，建議凸凹不規則界限值從30改為15 ，只要求分析採用空間模型比較合適； 《抗震規范》關于有效樓板寬度較小的結構需計及扭轉效應的規定很有必要，樓板局部不連續的結構需採用符合樓板實際剛度的計算模型予以分析，可使用相對偏心距（及其夾角）參照單向（和雙向）偏心結構的界定方案，界定樓板局部不連續結構是否需要計入雙向水平地震作用下的扭轉效應。
  7. Geologists have long known that water leaking into faults can trigger earthquakes, and nine days is about the same amount of time that they estimate it takes water to work its way down through cracks and pores in kilauea ' s fractured basaltic rock to a depth of five kilometers ? where the silent earthquake occurred

    科學家早就知道，水要是滲進斷層之內便會引發地震，而他們估計，雨水從裂縫和孔隙滲入奇勞亞火山破裂的玄武巖所需的時間，正好就是九天；滲透的深度達五公里，也就是無聲地震發生的地方。
分享友人
分享到 Line

分享到臉書