纖地震的英文怎麼說

中文拼音 [xiāndezhèn]
纖地震英文
nanoearthquake

  • : 纖形容詞(細小) fine; minute
  • : Ⅰ動詞1 (震動) quake; shake; shock; vibrate 2 (情緒過分激動) be greatly excited; be deeply ast...

※中文詞彙纖地震在字典百科國語字典中的解釋。

  1. Dogs, for example, are alleged to whine or bark nervously just before earthquakes strike.

    例如,據說狗在即將發生時,發出哀鳴或緊張不安吠叫。
  2. Further, it gives us some armour against our colleagues, the seismic interpreters.

    再者,它也給了我們去對付我們的同行解釋家的武器。
  3. Based on an integrated correlation and study of regional and deep geophysical data such as 12 magnetotelluric sounding profiles, 5 seismic profiles, tomographic imaging velocity structural data and gravity and magnetic field, the authors have formulated the 3d deep tectonic framework of the middle and lower yangtze valley and its neighborring areas in relation to the distribution of auriferous skarn deposits and copper ( associated with gold ) skarn deposits

    作者藉助12條大電磁測深剖面、 5條剖面、層析成像速度結構資料、重磁場等區域的和深部的球物理資料進行綜合對比研究,給出長江中下游及其鄰區的三維深部構造格架及其與含金夕卡巖礦床和銅伴生金夕卡巖礦床的分佈關系。
  4. This paper firstly compares the provisions about torsion effect and anti - torsion design in several codes ( the old and new chinese code for seismic, and some other countries " codes ). then, according to the code for seismic design of buildings ( gb50011 - 2001 ) and the code for concrete structure design ( gb50010 - 2002 ), the paper designs two multi - storied irregular concrete spatial frames, which respectively situated at the area of fortification intensity 8 and 9. subsequently, using the program based on the column - beam element of fiber model, input several ground motion records, which are selected according to the demand of code, to carry the structures " three - dimensional nonlinear analysis in two perpendicular directions at the same time

    本文對比了我國新、舊建築抗設計規范( gb50011 - 2001 、 gbj11 89 )以及國外設計規范(或指南)中關于結構扭轉效應與抗扭設計的相關規定;按照新建築抗設計規范和混凝土結構設計規范( gb50010 2002 ) ,設計了設防烈度分別為8度和9度的兩個多層鋼筋混凝土不規則空間框架結構,利用維模型樑柱單元的三維非線性動力分析程序,根據新抗設計規范的要求,在設防作用和罕遇作用水準下選擇適當的波作為輸入,對結構進行了雙向作用下的三維非線性動力反應分析。
  5. The earthquake responses of the asymmetric - plan structure are researched and the main factors that influencing the structure ' s response are established. the influences of the earthquake type and the earthquake input in two directions are also researched. the effectiveness of regulation for the irregular rc frames in the code for the seismic design ( gb50011 - 2001 ) is discussed using the flexibility - based fiber - models beam - column elements in the 3d nonlinear analysis program

    本文結合國家自然科學基金資助項目「結構非線性扭轉作用和扭轉效應的研究」 (項目批準號: 59978055 ) ,對平面不規則結構的反應規律進行了深入研究,明確了影響平面不規則結構反應的主要結構參數,研究了不同動類型和雙向水平輸入對結構扭作用和扭轉效應的影響;採用基於有限元柔度法的維模型樑柱單元,建立鋼筋混凝土框架結構三維非彈性反應動力分析程序,對依據我國建築抗設計規范( gb50011 - 2001 )設計的不規則結構進行反應模擬分析,討論了現行設計方法的有效性。
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