環形地震 的英文怎麼說

中文拼音 [huánxíngdezhèn]
環形地震 英文
circular earthquake
  • : Ⅰ名詞1 (環子) ring; hoop 2 (環節) link 3 (姓氏) a surname Ⅱ動詞(圍繞) surround; encircle;...
  • : Ⅰ動詞1 (震動) quake; shake; shock; vibrate 2 (情緒過分激動) be greatly excited; be deeply ast...
  • 環形 : annular; ringlike; ring form; bight; annularity環形癌 annular carcinoma; 環形電路 [訊] loop circu...
  1. It is an inelastic analysis during the linear monotony loads. it can show the actual yield mechanism and the appearance sequence of the hinge, find out the weakness of the structure and gain the pushover figure ( floor - shear diagram and element - shear diagram )

    進而揭示出在罕遇作用下結構實際的屈服機制,各塑性鉸的出現順序,找出結構的薄弱節,確認結構設計中「強柱弱梁」的設計原則,得出push - over圖(層剪力圖及構件剪力圖) 。
  2. On the basis of analyzing the working circumstance and prosperity of downhole drilling string of the surface dynamic rotating drilling vertical well, the force prosperity and failure forms of downhole drilling string are focused on. and further research has been done on the vibration damage of downhole drilling string as well as the construction and work prosperity of vibrating - proof hydraulic shocker absorber

    本文在對面動力旋轉鉆井直井井下鉆柱的工作境和特性加以分析的基礎上,著重對鉆柱在井下的受力特性以及損壞式進行了分析,並對鉆柱在井下的振動危害以及用於防止振動的水力加壓減器的結構、工作特性等一些規律進行了深入的探索和研究。
  3. The author presume the original physiognomy of jiuzhai valley, and acknowledged changhai valley was a surface - water with uniform waterpower, the rize valley was a branch of it but the inequality rise of lithosphere, the deposit of earthquake landslides debris flows and falling or glacier blocked the river - way, furthermore, the flow water with high content of ca ( hco3 ) 2, so tufa dyke formed and evolvement the present dyke of lakes the present physiognomy formed on the base of those 2

    由於、滑坡、泥石流引起的堆積物和冰川作用成的冰磧物堵塞河道,再加上構造運動造成殼的不均勻抬升,九寨溝的這種獨特的境以及高含ca ( hco _ 3 ) _ 2的巖溶水流作用下,為caco _ 3沉積創造條件,沉積的caco _ 3加高、連接最終成灰華堤壩,使湖泊的成成為可能。
  4. Yingxian wooden pagoda has favorable aseismatic capability, as it used similar modern core - in - core structure, and fixed many batter brace make it become modern rigid reinforced floors in every hidden floor, and slope of bearing post made it that the level and uprightness frame integrate tightly. under the deadweight, every structural floors form centripetal force. those earthquake resistant measures resist many the strong destroy of earthquake in history

    由於木塔採用了唐代殿堂內、外分槽的結構式,用兩層柱圈構成筒體,並逐層加設了層高較低稱為平坐的剛度加強層,再加上兩圈柱子都由下至上向內傾斜對筒體箍力,這些措施幫助木塔抵抗了多次強烈而未倒。
  5. This paper, in the light of the special geological environment and actual project situation of the three gorges reservoir area, puts forward a comprehensive analysis and evaluation system suitable for the stability analysis of the bank landslide of the three gorges reservoir area under the premise of thorough consideration of the water influence on the stability of the bank landslide, and obtains the following achievements in several aspects that have the practical application significance and certain scientific research value : ( 1 ) it is discovered that the water activity is the primary factor of the formation of the new landslide and the revival of the ancient landslide. on the one hand, the rising underwater level reduces the actual stress of landslide ; on the other hand, the long time soaking of the underwater reduces the mechanics intensity of the landslide and the slide belt, both of which reduce directly the landslide stability ; ( 2 ) in view of the special condition of the three gorges reservoir area, this paper analyzes systematically the forces acted on the landslide of the three gorges reservoir area and the force varieties acted on the divided landslide when the water level changes between 175 meters and 145 meters. thus it is more scientific and comprehensive for the analysis of the forces acted on the landslide ; ( 3 ) this paper summaries systematically 10 kinds of typical computation projects by organic combinations of different kinds of situations in the dry season ( nature statue ), rainy season ( rainstorm or rains for a long time condition ), with 175m water level in the reservoir, during the earthquake, with the water level of the reservoir adjusted from 175m to 145m and so on, and produces

    本文針對長江三峽庫區特殊的境與工程實際情況,在充分考慮水對庫岸滑體穩定性影響的前提下,提出了一個適用於長江三峽庫岸滑坡體穩定性分析的綜合分析評價體系,並取得了如下幾個方面具有工程實際意義和一定科學研究價值的研究成果: ( 1 )研究結果發現,水的活動是新滑坡成或古滑坡復活的主要因素,一方面是由於下水位升高降低了滑坡體的有效應力,另一方面是由於下水的長期浸泡降低滑體及滑帶的力學強度,這兩方面的因素均將直接降低滑坡的穩定性; ( 2 )針對三峽庫區的特殊條件,系統分析了作用於三峽庫區滑坡體上的力系和庫水位在175m與145m間變化時滑體條塊的受力變化,從而使對作用於滑坡體上的力系分析更科學、更全面; ( 3 )通過對滑體處于旱季(天然狀態) 、雨季(暴雨或長期降雨狀態) 、 175m庫水位、以及庫水位由175m調節下降至145m等各種不同情況的有機組合,本文系統歸納總結出了10種典型計算工況,並具體給出了相應的作用荷載的計算方法,使在庫區岸坡滑體穩定性分析評價時對計算工況選擇及其作用荷載的計算更具規范性; ( 4 )具體運用c + + builder開發了關于滑坡體穩定性綜合分析評價系統,使對滑坡體穩定性分析計算更方便、更準確; ( 5 )將上述滑坡體穩定性綜合分析評價系統應用於重慶市豐都縣名山滑坡穩定性分析的具體事例中,分析結果表明,本文所提出滑坡體穩定性綜合分析評價方法對三峽庫區的滑坡穩定性分析是實用可行的。
  6. This article described the deformation features of taojiaba landslide and analyzed the inner factors, geologic setting, topography, morphology, stratum, lithology and texture, and the external influence factors, precipitation, flood, human activity, neotectonic activity and earthquake, and the transform features of landslide in the near future, and evaluate stability of landslide through the section coefficient method calculation on basis for landslide mechanism analysis and control work

    摘要陶家壩滑坡基本特徵顯示,滑坡變的主要影響因素有:境因素(貌、層巖性、物質結構) 、外界影響因素(降水因素、洪水因素、人為因素、新構造及) ,以及滑坡近期變特徵,通過剖面遞推系數法計算,對滑坡的穩定性進行了評價,為滑坡機制分析和優化整治措施提供依據。
  7. The tectonic plate motions, especially at the convergent edge of the lithospheric plate, such as building mountain, earthquake eruption, island - arc and trough development, and so on, which are close related on the human inhabiting environment

    板塊構造運動,特別是巖石圈板塊匯聚帶的構造運動? ?造山運動、爆發和島弧海溝的成等,這些與人類生存境息息相關。
  8. Due to the job location of underground engineering in city are mostly stand in the centre of city, especially these large city in which the landform are complicated, the population are numerous and surrounding buildings are dense, which make the construction more difficult and the earthquake effect by blast may endanger the safety of surrounding environment in projects

    由於城市下工程施工點多在城市中心帶,特別是一些大城市的中心區,復雜,人口眾多,周圍建(構)築物密集,在實際的爆破工程中,使得施工難度增大,爆破產生的效應可能危及周邊境的安全。
  9. Based on some examples, geologic hazard problems, such as earthquake, geofracture, ground subsidence, collapse, water environmental depravation, landslide, dilapidation, mudrock flow, float sand, piping and yielding soil deformation etc., are summed up generally during the course of development for chinese cities

    以實例的式,概要總結了中國城市發展過程中存在的裂縫,面沉降、塌陷,水境惡化,滑坡、崩塌、泥石流,流砂、管涌、軟土變質災害問題;根據產生質災害的動力作用性質,對質災害進行了分類。
  10. According to the topography and geomorphology, the abnormality of gravitation and magnetic field, characteristics of crust structure and the environment of lithospheric dynamics in the northwestern of the south china sea, the seismic profiles were explained across the yinggehai basin and xisha trough

    摘要本文根據南海西北部殼體的貌、重磁場異常和殼結構特徵和巖石圈動力學境,對穿過鶯歌海盆和西沙海槽的剖面進行解釋。
  11. ( 6 ) conclusion was obtained by the analyzing the mechanics environment and the stability of the lanslide on the right bank after the dam built : the value of the rock mass stress increased and the tensile stress region obviously reduced, the direction of the principal stress was unchangeable the dam and the landslide were stable under the dangerous condition ( the reservoir and at the same time the earthquake was viii ), but when the water lever suddenly fell and did not think of other force, safe factor evidently reduced, the dam and the landslide will be destroyed under the most dangerous condition ( the water lever suddenly fell and at the same time the earthquake was vi ) ; the stability of the landslide will be destroyed by the horizontal thrust under the most dangerous condition or ; the physical and mechanical parameter will be reduced due to long period filter, the landslide will be destroyed too

    ( 6 )建壩工程荷載條件下河谷巖體力學境分析及右岸古滑坡體的穩定問題分析得出:建壩后河谷的巖體應力量值明顯增高,同時左岸的張應力區的范圍及量值明顯減小,主應力的方向依然與模型的底邊界垂直;大壩建成后逐漸蓄水階段以及同時考慮本區最強力的作用等各種不同的工況條件時,滑坡體及壩體總體上仍處于穩定狀態;水位驟降時,在未考慮其他外力作用的情況時,滑體的安全系數將顯著降低。若考慮水位驟降及本區最大力的共同作用,壩體將在滑坡體下滑推力的作用下產生破壞;建壩后水平推力對右岸古滑坡體穩定性的影響分析可以看出,在最危險的工況條件下,壩體及滑坡體也將處于臨界狀態;在長期滲透變的作用下,由於滑帶的物理力學參數的降低而有可能導致壩體失穩破壞。
  12. The study result is listed as follow : the transformation pseudo - elasticity property of shape memory alloys is simulated exactly with the above mentioned method of value calculation. the shape memory alloys re - centring damper presents typical " double flag " hysteretic curve, and the result accords with the theory analysis. the property of above new isolation device is excellent, the seismic response of the super - structure is significantly reduced, and the fully re - centring capacity after earthquake is obtained

    研究結果表明,文中所提的數值求解方法能夠反映狀記憶合金相變偽彈性的基本特徵;狀記憶合金自復位阻尼器在循荷載下呈現出典型的雙旗型滯回曲線,程序的模擬結果與理論分析相吻合;這種新型隔裝置的性能優良,既可以大大減輕對上部結構的影響,同時也具有很好的后自復位功能。
  13. So the deterministic analysis method for seismic response of thin - wall hollow pier is discussed in this paper, find the character of the structure ' s linear and nonlinear response when earthquake takes place, the purpose is to provide a reference to engineer design dept to finish their special program of analyzing pier ' s seismic response, some advice have been given for pier ' s design

    有鑒於此,本文對薄壁空心墩反應的確定性分析方法進行了一些探討,研究了薄壁空心高墩在作用下線性和非線性反應的一些特性,其目的是為工程設計部門應用時程分析法編制專用的薄壁空心墩抗分析軟體提供一個參考,同時對薄壁空心墩的抗設計提出一些建議。
  14. Technical requirement for the observational environment of seismic stations part 3 : crustal deformation observation

    臺站觀測境技術要求第3部分:變觀測
  15. In assessing amount of earthquake induced deformation in soil structures and foundations, a simple but physically feasible model is needed for representing essential features of cyclic mobility

    為了正確評價和估計由於引起的土工構築物和土工基礎的變,關鍵在於對循活動性建立一個簡單、實用的土體本構模型。
  16. Creating a social environment of stability and unity ; it should utilize administrational and law means, formulate the related law and regulation, and provide a institutional guarantee for the optimization of educational environment ; strengthen the honest and clear construction of party conduct, increase the effect of synthetically administration and form a good social atmosphere ; also, it should integrate the sub - systems of environment to form joint effort of education of ideology and politics in colleges and universities. 2. allcolleges and universities should make good use of their own advantages in resources to develop activities initiatively for the optimization of environment

    具體包括:政府要進一步積極穩妥推進改革,加強各種配套制度的建立和完善,減少改革的蕩,創造一個安定團結的社會境;通過運用行政法律手段,制定相關的法律法規,為高校思想政治教育境的優化提供製度保障;加強黨風廉政建設,提高社會綜合治理的效果,成良好的社會氛圍;充分整合各境子系統,成高校思想政治教育的合力。二是高校要充分利用自身的資源優勢,積極主動開展優化境的活動。
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