餘震區 的英文怎麼說

中文拼音 [yúzhènqū]
餘震區 英文
after shock area
  • 餘 : Ⅰ同「余」Ⅰ-Ⅳ1. Ⅱ名詞（姓氏） a surname
  • 震 : Ⅰ動詞1 （震動） quake; shake; shock; vibrate 2 （情緒過分激動） be greatly excited; be deeply ast...
  • 區 : 區名詞（姓氏） a surname
  • 餘震 : after shock
  1. A series of aftershocks have hit the affected areas, causing panic

    一個嚴重的餘震影響那個地區。
  2. Roup originally in indonesian on november 26, 2004, a powerful earthquake measuring 6. 4 on the richter scale struck nabire, papua province, indonesia, while a series of aftershocks continued for several days gripping the area s inhabitants with fear

    2004年11月26日，印尼最東部的巴布亞省papua納比雷地區nabire發生了芮氏規模6 . 4級的大地震，接連數日又發生多起餘震，讓當地居民非常恐慌。
  3. More locally, the earthquake and its aftershocks changed the shape and orientation of virtually the entire burma plate and the lands it supports ? in particular, the andaman and nicobar islands

    最劇烈的改變發生在震央附近更為局部的區域：主震和餘震幾乎完全改變了緬甸板塊及其上方島嶼的形狀和方位，尤其是印度的安達曼和尼古巴群島。
  4. Rescuers are continuing into a third day the hunt for survivors of the earthquake that hit peru ' s central coast, as fresh tremors shake the area

    救援人員的搜救工作進入了第三天，搜尋在秘魯中部海岸區地震中的倖存者，該地區還有餘震發生
  5. As aftershocks continued to hit, the prime minister shinzo abe announced he ' d cancel election campaigning in southern japan and head to the area

    由於持續的餘震，小日本首相鵪狽痙叄宣布他取消了小日本在南部的大選拉票活動前往災區。
  6. Present methods generally based on the statistics of earthquake damage, expert experiences, theory analysis and experimental researches have obvious advantages, disadvantages and certain scopes of application ; ( 2 ) different prediction methods should be adopted against different building conditions, sites, intensity and experiences etc to predict earthquake damage of buildings for prospective accuracy, dependability and availability ; ( 3 ) earthquake damage matrix, which is the foundation of earthquake damage prediction, of 7 kinds of building in the urban areas of zhangzhou city under intensity 6 to 9 has been set up. the damage conditions of different buildings under different intensity are as followings : all kinds of structures are basically intact under intensity 6 ; the reinforced concrete structures are basically intact under intensity 7, but other kinds of structures are destroyed slightly ; the reinforced concrete structures are still basically intact while other kinds of structures are destroyed intermediately under intensity 8 ; the reinforced concrete structures are destroyed slightly, single - story factories and open houses are destroyed intermediately and other kinds of structures are destroyed seriously under intensity 9 ; ( 4 ) the results of earthquake damage predicting of buildings embody the damage when earthquake happens in the future. thus, further identifications and reinforcements should be considered to buildings that will be destroyed intermediately or more under the earthquake with 10 % exceeding probability in future 50 years ; ( 5 ) the direct economic losses caused by damage of buildings resting with the area, structural type, intensity and damage of all kinds of buildings are the main part of the losses of the city in an earthquake ; ( 6 ) the direct economic losses increased progressively toward high intensity by 2 or 3 times

    基於上述研究，得出的主要結論有：建築物震害預測是一個模糊的、系統的、復雜的問題，現有的方法很多一般都是以震害統計規律、專家經驗、理論分析和試驗研究為依據，有其自身的優缺點和一定的適用范圍；應針對不同的建築物條件、場地條件、地震強度和已有經驗等，採用不同的預測方法進行建築物震害預測，以使預測結果達到預期的精確性、可靠性和可操作性；建立了漳州市區7類建築物在6度9度地震作用下的震害矩陣，成為指導抗震防災的重要依據，各類結構的震害情況表現為： 6度地震作用下各類建築物基本完好； 7度地震作用下除鋼筋混凝土結構基本完好外其餘以建築輕微破壞為主； 8度地震作用下鋼筋混凝土結構仍以基本完好為主而其餘建築以中等破壞為主； 9度地震作用下鋼筋混凝土結構以輕微破壞為主，單層工業廠房和空曠房屋以中等破壞為主，其餘建築以嚴重破壞為主；建築物的震害預測結果體現了未來地震來臨時的震害程度，在編制漳州市區抗震防災規劃時，對于遭遇50年超越概率10的地震影響發生中等以上破壞的建築物應考慮進行抗震鑒定和加固；由建築物的破壞所造成的直接經濟損失是城市地震經濟損失的主要部分，重慶大學碩士學位論文中文摘要其主要與建築物總面積、結構類型、地震烈度和各類建築物的震害程度有關;不同烈度造成的直接經濟損失按2一3倍向高烈度方向遞增，漳州市區直接經濟損失由6度至9度的比例關系為1 : 2 . 8 : 8 . 6 : 22 . 8 ;遭遇基本地震設防烈度（ 7度）時，漳州市區直接經濟損失約4 . 5億元，無家可歸人員約40000人，且以磚木結構和多層磚混結構的震害損失最大;地震造成的人員傷亡主要與建築物倒塌及嚴重破壞的程度和總面積以及震時的建築物室內人數密切相關，地震時無家可歸人員主要與住宅倒塌、嚴重破壞及中等破壞的程度和總面積以及城市人均居住面積密切相關。
  7. In the first step. 2861 surface wave recordings with seismic magnitude over 5. 0 are selected under the criteria of good - wave and " intact recording ", calculating the big - circle paths, and then about 284 two - station pairs of which two stations are along the same big - circle are chosen, among them there are about 260 pairs with difference of forward azimuth angle less than 5 ?. after further optimizing, 223 pairs which perfectly cover the china area are used in the final calculation

    本文首先從所收集的震級在5級以上2861條面波記錄中挑選波形好、記錄完整的資料進行預處理，計算其大園路徑，從中挑選出位於同一地震大園路徑上的雙臺地震記錄約284對，然後計算出前向方位角差，其差在5范圍以內的雙臺地震記錄約260餘對，量后對這些記錄進一步優化，選出223對對中國大陸地區覆蓋比較好的面波記錄。
  8. In the days following the september 21 earthquake, a series of aftershocks occurred, and falling rocks often missed us only by inches. we needed god s blessings to go deep into the mountains and under hiers protection, our fellow practitioners, thinking little of themselves, ventured into remote mountainous areas where no one else went. these included small tribal villages in yuchih and tongkuang townships, chiufen s twin mountains in kuohsing rural township, pingting in shuangwen, the dam on shuili mountain, jenai rural township, and the hills in wushe

    921災變后的初期，餘震不斷，前腳剛走，后腳落石就掉下，深入山區是需要佛菩薩保佑的，我們同修傻傻的，在上帝的保佑下，足跡深入到沒人去的地方，如魚池鄉東光等各小部落，國姓鄉九份二山的山區爽文的平頂水裡山上的水壩處仁愛鄉霧社的山裡，甚至我們部分的醫療人員也是翻山越領進入霧社山區去，后因山崩，坐救災直升機下山。
  9. Afterwards, 4 more strong aftershocks hit this region. one was up to 5. 0 richter scale

    此後，這一地區又發生了4次有強烈震感的餘震。其中一次餘震震級達里氏5 . 0級。
  10. Considering the ratio of non strike - slip faults and non mainshock - aftershock, yunnan area can be divided into four subareas with different characteristics, which are strike - slip mainshock - aftershock in central yunnan ( a1 ), incline - slip swarm in northwestern yunnan ( a2 ), strike - slip double shock in western yunnan ( b1 ) and quasi - strike - slip mainshock - aftershock in southwestern yunnan ( b2 ), respectively

    考慮到非走滑地震斷層和非主餘震型地震序列所佔的比例，可以將雲南地區劃分為4個具有不同特點的分區：滇中（ a1 ）走滑主餘震型區、滇西北（ a2 ）斜滑震群型區、滇西（ b1 ）走滑雙震型區和滇西南（ b2 ）準走滑主餘震型區。
  11. In view of characteristics of seismic data of gobi - sand dune areas, this paper, through various data - processing means such as quality control, high - pass filltering, dip angle filltering, field static correction, surface consistency deconvolution, precise velocity analysis, denoising before stack, multiple iterative operation of residual static correction, denoising after stack and modification after shift, has raised the data quality of seismic profiles in low signal - to - noise ratio areas and managed to form the seismic data - processing technique for such complex areas as gobi, foreland and dune

    摘要針對戈壁、沙丘地區地震資料的特點，通過對原始資料進行質量控制、高通濾波、傾角濾波、野外靜校正、地表一致性反褶積、精細速度分析、疊前去噪、剩餘靜校正多次迭代、疊後去噪和偏後修飾等處理，提高了低信噪比地區地震剖面的資料質量，摸索出了一套戈壁、山前、沙丘等復雜地區地震資料處理技術。
  12. In this paper, the author explains the cross well technology series that suits for the bohai bay area that combines oilfield production with cross well seismic acquisition, processing and result analysis, therefore, a key technical method was provided for oilfield development in eor and determination of residual oil distribution

    本文主要結合油田的實際生產，從井間地震的野外採集、資料處理、效果分析等方面總結出一套適合渤海灣地區的井間地震技術系列方法，從而為油田開發提高採收率、挖掘剩餘油分佈方面提供了一項主要的技術方法。
  13. A chain of continuous tremors followed the main quake. on september 29, an aftershock with a magnitude of 6. 8 again hit central formosa, causing severe damage to the area. to date, the death toll totals more than two thousand

    在主震過后餘震不斷， 9月29日一場規模6 . 8級的餘震再襲福爾摩沙中部，再度在中部地區造成嚴重的損害，截至目前為止，共有兩千多人死亡。
  14. In this dissertation, the method of field primary static correction and refraction statics are applied together is given firstly, avoid the fault of using refraction static alone ; compile the program of calculating static values, studying the automatic residual statics multiple iterating technique. practical data processing shows that the static correction processing flow given in this dissertation is feasible

    本文首次使用了野外靜校正和折射波靜校正聯合處理的方法，避免了折射波靜校正孤立使用的缺點，編制了計算低降速帶靜校正量的應用程序，研究了自動剩餘靜校正的多次迭代技術，在塔里木地區地震資料處理應用中，見到了明顯效果。
  15. Daqing region is situated in the middle - north of songlao basin, the tectonics inducing earthquakes in this region are mainly influenced by the pressing force of the pacific plate to the northeast asian continent, there were 6 earthquakes, which ms were not less than 6. 8 among the earthquake records in the history, and the most dangerous earthquake occurred in 1119

    大慶地區位於松遼-張廣才嶺構造區松遼盆地的中北部，發震構造主要受太平洋板塊向東北亞大陸俯沖產生的推擠作用力的影響。自有地震記錄以來，重點工作區內共記錄到ms 4 . 7級地震6次，其中6級以上地震2次， 4 . 7 ms 6級地震4次，最大地震是1119年扶餘6 . 8級地震。
  16. On july 28, 1976 before dawn 3 o ' clock 42 minute, hebei province east of hebei province area tangshan, abundant south area suddenly had 7. 8 magnitude of strong earthquakes earthquake influence region enormous, in the earthquake died 242, 000 people, the severely wounded 164, 000 people, the minor wound is countless

    1976年7月28日凌晨3時42分，河北省冀東地區的唐山、豐南一帶突然發生7 . 8級強地震.地震的影響區域極大，地震中死亡24 . 2萬餘人，重傷16 . 4萬餘人，輕傷者不計其數。
  17. Strike - slip seismic fault and mainshock - aftershock earthquake sequences are dominant in whole yunnan area

    總體上雲南全區地震斷層以走向滑動為主，地震序列以主餘震型為主。
  18. 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

    通過對一鋼筋混凝土結構進行push - over分析與擬靜力循環往復加載分析，得到了一些重要結論：在兩次地震動作用下，結構物的反應比僅考慮一次地震動作用時的反應要嚴重的多，從而說明傳統上僅僅考慮一次地震動作用的建築物震害預測是不合理的：即使在同震級組合的兩次地震作用下，前震主震型、主震餘震型地震對結構物產生的破壞作用也是不盡相同的；對結構物進行靜力彈塑性分析的方法（ push - over方法）簡便實用，並能較準確地反映大震下結構的一般性能和反應，再一次的證明了該方法具有廣闊的發展前景；根據前人的研究成果，在本文的最後，簡單的介紹了一些結構物抵禦多次地震破壞作用的方法，並給出了泉州市規劃區內鋼筋混凝土框架結構群體震害預測的結果。
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