鄧理維 的英文怎麼說
中文拼音 [dènglǐwéi]
鄧理維
英文
mike dunleavy-
At present, there are more than 30 enterprises overseas that specialize exploitation and distribution of fem software, such as america, canada, britain, etc. the products include msc / emas, electro, ansys, and so on
國外，探地雷達正演計算主要集中在三維模型的研究上。 1993年，中國地質大學應用地球物理系的鄧世坤教授曾作過這方面的工作。Yu - chung lee, hsiao - lin teng, wei - jaw deng, “ a complementary methodology to probabilistic approach to measure banking service quality, ” apiem2005, ( 2005 )
鄧肖琳，大專院校全球化導入程度之相關性探討， 2005管理方法與應用新思維國際研討會，長庚大學，桃園，第-頁（ 2005 ） 。Pkuef trustees chen wenshen, deng kun, hai wen, david lee, min weifang, shi xudong and xu zhihong were present. chairman xu zhihong presided at the meeting. .
基金會理事長許智宏主持了會議，理事陳文申鄧琨海聞david lee閔維方施旭東出席了會議。In the paper, static and dynamic triaxial tests were conducted on fiy ash at shanmenxia longgou ash dam, and the static and dynamic parameters of fly ash were obtained. thirdly the 2 dimensions static analysis of the ash dam was conducted based on biot ' s consolidation theory and duncan ' s nonlinear stress - strain model. finally the plane dynamic behaviors of the ash dam during earthquake of intensity 7 were analyzed based on the exponent function model of excess pore water pressure aroused by earthquake, which is put forward in the paper, and equivalent visco - elastic dynamic fem model and principle of effective stress
本文結合實際工程，對三門峽火電廠龍溝灰壩的築壩粉煤灰進行了靜、動三軸試驗，確定了該壩粉煤灰的靜動力學指標；然後根據比奧（ biot ）固結有效應力原理，採用鄧肯（ duncan ）非線性應力應變模型，對該灰壩的二維靜力應力和變形狀態進行了分析；最後利用本文提出的地震超靜孔壓指數函數模型，採用等價粘彈性動力有限元方法，對該灰壩在地震作用下的動力穩定性進行了分析評述。( 3 ) fem basic theory of foundation pit excavation stimulation is expounded, numerical model and method of construction simulation are determinated, which includes simplification of two - dimension problem and constitutive model of soil mass i. e. constitutive model of duncan - chang hyperbola model, numerical ways of initial situ stress, stimulation of equal nodal load of foundation pit excavation, nonlinear solutions of basic equations, fem disposing of inner supporting and pre - axial force etc. further fem code of stimulation of foundation pit excavation is compiled
闡述了基坑開挖模擬的有限元基本理論，確定計算模型及施工模擬方法。包括二維問題的簡化、土體的本構模型，即鄧肯-張雙曲線本構模型、初始地應力場的計算方法、基坑開挖等效結點荷載模擬、基本方程的非線性解法、內支撐及預加軸力的有限元處理等，並編制了模擬基坑開挖的有限元程序。Since the 1960s, there appeared some important theories such as theory of monopoly advantage ( s. hymer, 1960 ), theory of product life cycle ( r. vernon ), theory of internalization ( p. j. buckley & m. casson ), theory of marginal industrial expansion ( k. kojima, 1978 ) and o - l - c theory ( j. h. dunning, 1976 )
1960年後，相繼出現了海默的壟斷優勢理論、維農的產品生命周期理論、巴克利和卡森的內部化理論、小島清的邊際產業擴張論以及鄧寧的折衷理論。This thesis, based on the true three - dimension consolidation theory namely biot ' s consolidation theory, adopting duncan - chang model and non - thickness goodman friction element, compiles practical 3d non - linear fem program. the conceptual geological model is established according to the north anchorage and feature of its foundation soil in zhenjiang - yangzhou yangtse bridge
本文從「真三維固結理論」即比奧固結理論出發，採用鄧肯-張e模型和無厚度的古德曼（ goodman ）接觸面單元編制了三維非線性有限元程序實用程序biot2000 ，並結合潤揚長江公路大橋南汊橋北錨碇及地基土的組成結構特徵建立了概化地質模型。分享友人