震前形變 的英文怎麼說
中文拼音 [zhènqiánxíngbiàn]
震前形變
英文
pre-earthquake deformation-
The point analyses the composition and efficancy of the structure of corporate governance with the modern administration theory. lt systematically sets forth and compares the features and development of the structure of the corporate governance in chinese and western. by analyzing the present situation of our listing companies, it points out : " the internal control " can be considered the inevitable phenomenon, emerged in the period from the socialism planned economy to the market economy in china ' s state - owned enterprises. by the means of gathering a vast amount of data and analying cases and charts, it gives the conclutions : because the enterprise inform is progressed " step by step ", the internal controlling in our country has assumed its own features : the enterprise is in the concussion between the " super - powerful controp ' of external and the " super - weakly control " in internal. those popular phenomenon have been looked as the principle manifestation of " the internal control " which taking the national stock as the ma in part and holding the post of chainman of the board and the chief manager in company to the same man
本文利用現代管理理論和現代企業理論來剖析公司治理結構的組成和效率體現,對中西方公司治理結構的特徵和歷史發展作了較系統的闡述和比較,並且運用大量的數據對我國上市公司治理結構進行了實證分析,指出: 「內部人控制」是在我國社會主義經濟向市場經濟轉軌時期,國有企業公司治理結構中出現的一種必然現象。本文在闡述公司治理結構特徵和功效的基礎上,通過大量數據的收集、案例分析和圖表處理來分析我國企業治理結構的歷史變遷並揭示出:由於我國企業改革是「漸進式」的, 「內部人控制」表現出其自身的特點:企業處于外部「超強控制」和「超弱控制」的兩極震蕩中。作為最具我國現代企業代表特徵的上市公司,因為以國家股為持股主體,董事長和總經理兩職兼任的現象甚為普遍而成為目前企業事實上的「內部人控制」的主要表現形式。The pre - seismic and post - seismic stress direction can be statistically determined by a large collection of foreshock and aftershock focal mechanism data while the stress drop can be determined through the source fracture inversion from seismic wave data or crust deformation data
地震前後的應力方向可根據大量前震和餘震震源機制統計給出;地震應力降可通過地震波或地殼形變資料的震源破裂反演研究得到。The measurement of earth tilt is an important method of studying earth crust deformation and its earth tide, which means much to geodynamics and the observation of earthquake prognostic
地傾斜測量是研究地殼形變及其固體潮的一種重要手段,它對地球動力學研究和地震前兆觀測都具有重要意義。Based on the fromer study of mine tectonic, hydrology, tunnel deformation, etc., 3 - d numerical simulation of current tectonic stress field of lvjiatuo coal mine was done in this thesis, combining with local hypocenter mechanism solve and relational stress in - situ measuring value regression analysis has been done to the simulation result, and the reasonable results are gained those will offer dependence for disposing the tunnels more rational and making tunnel supporting more economical and safer
摘要本文在前人對呂家坨礦進行礦井構造、水文地質、巷道變形等研究的基礎上,結合該地區的震源機制解及有關的應力實測值,對礦區現今構造應力場進行了三維數值模擬,並對模擬結果進行了線性回歸分析,得到了與現實較為符合的結論,為更合理的巷道布置和更經濟而安全的巷道支護提供依據。Kongxi buried hill shows following features in the seismic profiles : the structures are asymmetric. there is flexural syncline on the east side and a monocline on the west side. asymmetric repetition of stratigraphic units is present in the drill wells and the dips of beds and faults are gentle. the permo - carboniferous system of both sides almost lie in the same slope and the events of cambrian or upper proterozoic are continuous from east to west. the phenomenas suggest that kongxi buried hill could be a thrust belt been traced which consists of reverse faults. the imbricate faults mainly effect pre - jurassic strata. there are obvious angular unconformity between jurassic - cretaceous system and paleozoic involved deformation of thrust. the thrust front in some place has cut off the beds of jurassic - cretaceous system. the structural style of the thrust structure changes along the strike of the kongxi buried hill
地震和鉆井資料揭露的孔西構造帶前第三系潛山的地質特徵可以歸納為:構造帶總體上不對稱構造帶內部有地層重復現象石炭二疊系地層的位置明顯高於兩側的同一地層的高度。用由34條向東傾斜的逆沖斷層組成的疊瓦扇構造模式能夠比較合理地解釋上述地質特徵。該帶向東傾斜的逆沖疊瓦狀斷層組主要影響前侏羅系地層,侏羅白堊系與捲入逆沖構造變形的古生界地層之間有明顯的角度不整合。The frontal structure of longmenshan in the west of sichuan is very complex, showing intense structure deformation in overthrust belt, high structure amplitude, steep stratigraphic dip, developed fault blocks, complex seismic wave field, frequent change of lateral velocity, and poor image of post - stack time migration processing
摘要川西龍門山前緣構造非常復雜,逆掩推覆構造帶構造形變強烈,構造幅度大,地層傾角陡,斷塊發育,地震波場復雜,速度橫向變化大,常規疊后時間偏移處理成像效果較差。The damage done to the car led them to the conclusion that the car did not hit a person, but an " iron man " had wrecked the car ! the bumper was bent ; shards from the windscreen and window panes were scattered over the road. the bonnet was severely dented, while the windscreen would have come off completely had it not been shatterproof
這哪是車撞了人,分明是鐵人撞了車,只見車的保險桿已彎曲,擋風玻璃及窗戶已撞碎飛到馬路到處都是,車蓋也變形塌陷,駕駛座前擋風玻璃要不是防震的,恐怕也全掉下來了。As a result, the weizhou - shigouyi detachment structure is bounded on the east and west by faults and occurs as a synclinorium comprising exotic sheeted rocks with simple deformation
它在地震剖面上表現為:滑脫面以上的多層平行反射、不出現逆沖推覆前緣帶復雜變形造成的雜亂反射;平面上形成與周鄰明顯的構造不協調性。The essay combines " code for seismic design of buildings " ( gb50011 - 2001 ), analyzing and discussing bent structure of one - story industry buildings tinder the interaction of the seismic, ground - structure, and works out calculation model for bent structure ' s dynamic period about the depth of burying foundation and toft transmutation ; the model is employed expediently, adapts to actual engineer construction design at present
本文結合我國《建築抗震設計規范》 ( gb50011 - 2001 ) ,對單層工業廠房排架結構在地震作用下土?結構共同作用問題進行了分析討論,給出了考慮基礎埋深與地基變形影響時排架結構自振周期的計算模型;這?模型應用方便,適合目前實際工程結構設計使用。According to composition and structure feature of jinjiang landslide analysis, the author considers it was a enormous landslide with the characters about multi - period ( total four slides ) and overlaying, its mechanism of deformation failure attributed to a representative sliding - bending mode in the consequent slope, the stability calculation indicates that no matter what the whole landslide would not slide, while, as earthquake intensity reaching or exceeding vi, the first - period landslide which lies to the south of huangjiagou in the front slip mass and the fourth - period landslide which lies to the north of caojialiangzi in the back slip mass will slide
由金江滑坡的組成及結構特徵分析可知,邊坡為一多期次(四次滑動)兼具超覆特徵的巨型滑坡,其變形破壞機制屬順層邊坡中比較典型的滑移?彎曲型。穩定性計算表明,滑坡整體穩定性較好,僅在遭遇度及其以上地震作用的情況下,堆積體前部靠黃家溝以南的第一期滑坡及靠後部北側曹家梁子的第四期滑坡堆積體才會失穩;因素敏感性分析表明,滑坡穩定性對地震(尤以強震)最為敏感。The regional deformation anomaly of medium - term phase ( 1 ~ 3 years or more ) before strong earthquake occurrence usually shows three aspects of common characteristics : for regional vertical deformation, it shows distribution features of anomalous uplift area and concentration belt - high gradient belt of vertical differential deformation ( some of them reflect distribution of four quadrants ) related to tectonics ; for horizontal movement, it shows features of centralized high strain area ( or zone ) of domination shear deformation related to active blocks and faults ; it shows common features of regional vertical deformation anomaly area and high strain distribution area of horizontal deformation
摘要強震前中期階段( 1 ~ 3年或稍長)區域性形變異常往往表現出3個方面的共性特徵:區域垂直運動變形呈現與構造有關的異常隆起區、垂直差異變形高梯度帶(有的還呈「四象限」 )分佈特徵;水準運動變形呈現與活動地塊及斷裂構造有關的、以剪切變形?主的高應變集中區(帶)特徵;區域性垂直形變異常區與水準形變的高應變分佈區共性的特徵。Resolutions of these paradoxes usually call for additional assumptions on the nature of the rupture process ( such as novel modes of deformations and ruptures ) prior to and / or during an earthquake, on the nature of the fault and on the effect of trapped fluids within the crust at seismogenic depths ( see ref. 4 and references therein )
對這些似是而非說明的解決方案,往往又引進地震前和或地震過程中關于破裂過程性質的許多進一步的假說如變形和破裂的異常狀態,關于斷裂層的性質,以及地震活動深度地殼內部被困住的流體的影響參看參考文獻。By using the projective covering method and projective covering probability, fractal and multifractal dimensions of different types of landform sueface above are computed. results show that all the studied landform surface are not simple fractals, but multi - range scaling fractals, and the fractal dimensions increase with the landform type from basin to mid - low mountain and high mountain. nevertheless, different type landscapes perform different dq - q curve shapes. which the dq value has the widest range in the high mountain type, the second one is the mid - low mountain type, and then the basin type
對不同時段地震形變場圖象多重分形特徵的研究表明,震源區及近震源區強震前垂直形變圖象都出現信息維降低,多重分形譜曲線dq變陡,值域范圍變寬的特徵,說明在強震前地殼垂直形變出現了局部化、不均勻性增強的行為,這些對地震預報都有重要的實際意義。On the heterogeneity of the anomaly intensity of the crustal deformation prior to earthquakes
地震前地殼形變異常分佈的非均勻性特徵Furthermore, the dynamic mechanisms of geomorphological formation and evolution are discussed. in addition, the pattern fractal and multifractal features of different periodical sesmic deformation fields are analysed
此外,利用強震前後不同時期地震垂直形變場的圖象,分析了其多重分形譜異常特徵與強震孕育發生的關系。The synchronous observations of deformation and gravity before and after impounding are analyzed comprehensively, and the possible effect on the seismogenic environment and potential seismic source is discussed and a new idea about reservoir earthquake is presented by developing a numerical model to analyse the change of tectonic stress field
綜合分析了三峽水庫蓄水前後形變、重力等同步觀測資料;論述了蓄水庫首區孕震環境與潛在震源可能的影響,並提出了一些研究設想。It is a frontier subject to study the effect of seismic liquefaction on subway structure. integrating into the science foundation project of liquefaction - induced deformation and anti - seismic measures for the foundation of nanjing subway in the thesis, the multiple shear mechanism model is used for the foundation of nanjing subway to simulate the behavior of the seismic liquefaction - induced deformation in sandy soil
地震液化對地鐵隧道結構變形的影響是一個新的前沿課題,本文結合基金項目「南京市地鐵地基地震液化變形及抗震減災措施研究」 ,應用多重剪切機構塑性模型,對南京市地鐵隧道地基在地震荷載作用下進行了有效應力模擬。“ m1 : processes reported in o1 to o4, and their subsequent effects ( such as ground deformation and electromagnetic effects ) can sometimes be recognized ( retrospectively ) as being precursors to large earthquakes3, 9
所報告的o1和o4的過程,及其而後的效果如地形變和電磁效應,有時可被認識回顧性的為大地震的前兆5960 。From the viewpoint of tectonic deformation and rupture nucleation, more anomalies of deformation should be found out near the source that easily accepted by many people, however, many measured data are not supported it
摘要從構造變形及破裂成核的角度來看,強地震前形變異常理應出現在地震震源附近,而許多連續形變觀測事實與這種認識往往是相矛盾的。This paper establishes a dynamic computational method for isolated structures with floorslab deformation, and the dynamic behavior of some irregular structures with or without isolation is analyzed in the case of floorslab deformation
摘要建立了考慮樓板變形時的隔震結構動力計算方法,並針對非規則結構中幾種需要考慮樓板變形的情況,進行了隔震前後的動力性能計算分析研究。分享友人