震中定位 的英文怎麼說

中文拼音 [zhènzhōngdìngwèi]
震中定位 英文
epicenter location
  • : Ⅰ動詞1 (震動) quake; shake; shock; vibrate 2 (情緒過分激動) be greatly excited; be deeply ast...
  • : Ⅰ形容詞1 (平靜; 穩定) calm; stable 2 (已經確定的; 不改變的) fixed; settled; established Ⅱ動詞...
  • : Ⅰ名詞1 (所在或所佔的地方) place; location 2 (職位; 地位) position; post; status 3 (特指皇帝...
  1. Scientists locate earthquakes by measuring the time it takes body waves to arrive at seismographs in a minimum of three locations

    科學家通過測體波到達地儀所需要的時間,以3個距離最小的一個來確置。
  2. Application of the neural networks to the epicenter locating of explosion earthquakes

    神經網路方法在爆炸地震中定位方面的應用
  3. The main achievements of the dissertation are listed as following. 1 the definition of slw is given to clarify some misunderstanding on the new structure style. the typical experiment results on parallel structure forms, such as erose - section - column frame and conventional shear wall are compared in the point of view of energy dissipating property

    引入短肢墻義,闡述了短肢墻結構體系是高層住宅合理的結構形式,詳細列出有代表性的異形柱、普通剪力墻結構(或構件)在低周反復試驗的滯回曲線等主要抗性能,以作為短肢墻結構體系歸屬的依據。
  4. The epicenter can be determined by calculating the intercross point of two or more directions of detectors

    通過兩個以上陣列的方角交匯即可確置。
  5. As the stepwise progress of oil - gas exploration, more and more attention has been paid to the multi - component seismics of ocean bottom cable ( obc ), and this technology has become a new aspect of the marine seismic prospecting

    隨著油氣勘探的逐步深入,海上多波地勘探技術越來越受到重視,發展海上多波勘探成為海洋地工作的新方向,對海底檢波器的二次研究是海上多波地勘探工作必不可少的一環。
  6. Based on extensive investigation of construction technique history of chinese ancient buildings, the structure method, structure developing history and seismic behavior of chinese ancient timber structure buildings are analyzed in several respects of the structural system and form. through a series of experiments on constituent parts of chinese ancient timber building structure, including the tests on the corbels and brackets called dougong subjected to low cyclic reversed loadings, the tests on the wooden frame using the tenon - mortise joints as connections of column and beam subjected to low cyclic reversed loadings, the tests on vibration isolation effect of friction and slippage between column footing and their socle base, and a series of shaking table tests on a chinese ancient timber structure palace building mode under artificial earthquake at serving conditions, destroyed conditions and reinforced conditions, many valuable results of structures such as moment - curvature hysteretic loops of dougong structure and tenon - mortise joints under low cyckc reversed loadings, the static function, the seismic performance, energy dissipation, vibration reduction, energy - loss mechanism, nechanicalmode and failure mode were studied. aplenty of valuable parameters of the structure system were obtained, such as the natural period of structure, vibration modes, damping ratio, factor of vibration isolation, oscillate amplitude of ineitial accebration, velocity and displacement, magnitude of slippage, and the mechanism of structure failure and collapse etc. based on these research, the complete analysis of ancient timber structure under earthquake were carried out in which including mechanism analysis method, calculating mode, strength analysis of members and joints, strengthening methods for serving damaged ancient timber structure buildings were also taken into account

    依照宋代《營造法式》建造了抬梁式殿堂木結構構件及結構模型,對國古代木結構的典型構造如:柱腳在礎石頂面平擱簡支、柱架榫卯連接、柱高不越間之廣、側腳、生起、斗拱等的構造機理及結構功能進行了量化分析和實驗研究: (一)通過木柱石礎靜摩擦試驗,測了柱腳與石礎古鏡面間的摩擦系數及摩擦力隨上部結構荷載變化的規律; (二)通過單柱承載力試驗,測了古建築木柱的受力變形特徵、破壞模式、及模型材料的變形模量、極限承載力、極限變形等參量; (三)通過柱架低周反復荷載試驗,測了柱架的抗側移剛度、柱架恢復力特性及滯回曲線、榫卯張角剛度及其變化規律、柱架及榫卯的極限承載力和極限變形、及榫卯減振參數; (四)通過斗?低周反復荷載試驗和受壓試驗,測了古建築木構件與木構件間摩擦系數,斗?抗側移剛度,斗?恢復力特性及滯回曲線,斗?抗壓極限承載力及受力變形規律; (五)通過抬梁式殿堂間架模型振動臺試驗,測了殿堂木構架結構自振周期,地反應振形、阻尼特性及阻尼比;按結構分層特點對柱腳、柱頭和斗?層上的屋蓋的地反應採用多點同步測量,對柱根滑移、榫卯變形、斗?的變形、復、耗能減振參數等進行了量分析。
  7. 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的適用范圍;應針對不同的建築物條件、場地條件、地強度和已有經驗等,採用不同的預測方法進行建築物害預測,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度地作用下的害矩陣,成為指導抗防災的重要依據,各類結構的害情況表現為: 6度地作用下各類建築物基本完好; 7度地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度地作用下鋼筋混凝土結構仍以基本完好為主而其餘建築以等破壞為主; 9度地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等破壞為主,其餘建築以嚴重破壞為主;建築物的害預測結果體現了未來地來臨時的害程度,在編制漳州市區抗防災規劃時,對于遭遇50年超越概率10的地影響發生等以上破壞的建築物應考慮進行抗和加固;由建築物的破壞所造成的直接經濟損失是城市地經濟損失的主要部分,重慶大學碩士學論文文摘要其主要與建築物總面積、結構類型、地烈度和各類建築物的害程度有關;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害損失最大;地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時的建築物室內人數密切相關,地時無家可歸人員主要與住宅倒塌、嚴重破壞及等破壞的程度和總面積以及城市人均居住面積密切相關。
  8. These products high rul good thermal shock resistance, high strength and abrasion resistance, their main applications are as followings ; high temperature zone of large and medium size rotary kilns, substituting magnesite chrome bricks in main part of electric furnace and converter for metallurgical industry

    該產品具有荷重軟化溫度和強度高,熱性好和耐磨性優越的特點,主要用於大型回轉窯高溫部,代替鎂鉻磚並適用於冶金行業電爐、轉爐等主要部
  9. The quake with a preliminary magnitude of 6. 9 hit at 6 39 a. m. and was centered off the east coast of japan ' s main island of honshu according to the u. s. geological survey and japan ' s meteorological agency

    根據美國地質勘測局和日本氣象廳的報道,地初步測為6 . 9級,發生在當地時間清晨6點39分,於日本本州島東海岸以外。
  10. 6. 5 earthquake in the west of beijing in 1730 together with the data of drills, electromagnetism and gravity, the qinglongqiao - qiliqu and shahe active faults are identified for the first time. although at present all aspects of the earthquake are not fully known, the authors consider that the two active faults are responsible for the earthquake and the first one plays the leading role

    在前人研究1730年北京西郊6 . 5級地的基礎上,綜合井孔電磁和重力資料,經分析初步確了青橋七里渠活動斷層和沙河斷陷南緣活動斷層的存在及其置規模和基本特徵,認為這兩條活動斷層是此次地的發構造,其青橋七里渠斷層在此次地起主導作用。
  11. The establishment of seismogenic faults and epicenter of the earthquake will benefit for the disaster mitigation and city construction of beijing

    這些活動斷層和置的確,有利於首都地質災害防治和城市建設。
  12. Therefore, the relationships of macroseismic epicentres and seismic epicentres of 133 main earthquakes in china and 66 events in north - south seismic belt with the active faults around these events are analyzed at detail in this paper. according to such results, a practical method to identify the most possible location of macroseismic epicentre has been proposed by the active faults around the instrumental epicentres

    本論文通過對全國133個及南北地帶66個地的宏觀及微觀與活斷層構造分佈背景關系的詳細分析,提出了可以根據周圍的活動構造背景來估計可能的宏觀的方法。
  13. In chapter there in the paper, the author analyzed the tdoa extraction technologies can be used in the pulse radar target detection and location technology

    對于基波信號時差提取技術的研究,在「地救助生命搜索與技術研究」課題有關技術的應用取得較好效果。
  14. In this paper, the author undertook and completed the study on mathematical and physical model of the life detection system based on sound wave and vibration theory. it is a branch of national fifteen tackling key problem - life detection and orientation of earthquake emergency response system

    本文在國家『十五』科技攻關課題「地救助生命搜索與技術研究」,承擔並完成了聲波振動生命搜索技術數理模型的研究。
  15. The study in this paper based on the national fifteen tackling key problem - " life detection and orientation of earthquake emergency response system " and project of no. 10 research institute of china electronics technology group corporation - " pulse radar target detection and location technology ", has completed the study and simulation of the relative technology of tdoa, which was a theoretical and technological supporting to the two projects

    本論文在國家十五重點科技攻關課題「地救助生命搜索與技術研究」和國電子科技集團第十研究所「脈沖輻射源監測和技術」國際合作項目,完成了對其時差相關技術的研究和模擬,為工程項目的實施提供理論和技術支持。
  16. Using the arrival times of 197 earthquakes well recorded by the beijing seismic network and the china - germany cooperative yanqing digital seismic array in the period from october of 2001 to december of 2005, we accurately relocate these earthquakes by the joint - inversion program for hypocentralr position and 3 - d velocity structure

    摘要利用首都圈地臺網和德合作延慶數字地臺陣2001年10月2005年12月獲得良好記錄的197次地到時,運用地置和三維地殼速度結構聯合反演程序對這些地實行精確
  17. According to the seismic convolution model, a kind of matched filters in time - scale domain is designed for echo signal detection of ground penetrating radar ( gpr ) and implemented in this paper, which is applied to detect the location and amplitude of single reflection wavelet in receiving signal through continuous wavelet transform

    摘要根據地褶積模型,設計並實現了應用於探地雷達回波信號檢測的時間尺度域匹配濾波器,利用小波變換的時間性和尺度伸縮性,檢測出雷達接收信號單個反射子波的置與強弱信息,利用已知的雷達發射子波模型還原回波信號,達到了濾除噪聲、最佳接收的目的。
  18. In order to calibrate properly the thin reservoir of hd4 oilfield with acoustic velocity, based on the theory of well - to - seismic calibration, the influence of the dominant frequency, kind and phase of the wavelet, and acoustic velocity on the synthetic traces was analyzed, moreover, the differences between interval velocity from stacking velocity and acoustic velocity were discussed

    為了利用聲波速度對薄儲層進行有效的井,從井的原理出發,以哈得四油田的井為例,分析了標過程子波的主頻、類型和相及聲波速度對合成地道的影響,同時分析了聲波速度與疊加速度轉換的層速度之間的差別。
  19. This paper analyses crystal oscillator ’ s character and technique targets, and the changes of these technique targets effect the time of crystal oscillator gives the error mode of crystal oscillator time, by discussing gps system and time service theory, we analyze random character of gps second pulse error. we combine long - time stability of receiver ’ s output signal and short - term stability

    該系統成功地應用於寬頻帶地記錄儀,使地數據記錄的時基精度達到微秒級,可以解決大范圍的地儀布設應用時的授時和空間(經度、緯度、海拔)問題,為地數據記錄、分析工作提供了與國際標準時間同步的時間基準。
  20. How to reduce the influences of the location error of seismic station network and some other factors on the deviation of macroseismic and seismic epicentre, in this rapid service system of earthquake loss estimation, is the important condition of increasing the rationality of loss estimation results

    害預測快速服務平臺,如何減少由於地臺網誤差以及其它一些因素所造成實際的宏觀偏離的影響,是提高害快速估計結果合理性的重要條件。
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