法拉比大學 的英文怎麼說
中文拼音 [fǎlābǐdàxué]
法拉比大學
英文
farabi university-
Propping up the university boffins theory that tall men areinfact more likely to become the aggressor in conflicts, terrorchiefosama bin laden has been described by the fbi as 6ft 4intall
蘭開夏中心大學的研究人員認為，事實上，高個子男人更易在矛盾中具有攻擊性， 「基地」組織首領本?拉登據說身高6英尺4英寸（ 1 . 93米） 。所以，矮個子人比高個子更有暴力傾向這一說法不成立。The western scholars ? las and johnson has shown that the hard core of the research programs based on the science research programs methodology is difficult to change and it can be maintained and developed by adjusting the assisting hypothetic protecting zone. they give comparatively objective statement of the hard cores of western mainstream economics research programs and the marx ' s economics research programs, which is based on the comparative analysis on the human being, rationality, property right, market and the view on the social history of the two hard cores
西方學者格拉斯和約翰遜根據拉卡托斯的科學研究綱領方法論所表明的研究綱領的硬核不易改變，可以通過調整輔助性假設保護帶的方法來加以維護和發展的學說，對西方主流派的經濟學研究綱領的硬核和馬克思經濟學研究綱領的硬核的內容作了比較客觀的陳述，他們的陳述是以對兩大綱領硬核關於人、理性、產權、市場和社會史觀的對比分析來進行的。Lay out a couple of hundred dollars for class cards at your favorite yoga or pilates studio and see big discounts over a pay - as - you - go plan
花幾百美元買自己最喜愛的瑜伽或者普拉提健身班的學習卡。和隨學隨付學費的辦法相比，你會獲得一個大折扣。From the whole perspective, the research into of economics methodology is currently transforming from the positivism to historism and intergralism. in 1980, lakatos ’ s refinement falsificationism starts up the upsurge of hot debate and research since it is based on the combination of popper ’ s thought of with kuhn ’ s insights into historical methodology. his theory is adapted more to be applied in economics methodology than that of popper ’ s
20世紀80年代，科學哲學方法論中的拉卡托斯的精緻證偽主義掀起了經濟學界關于經濟學方法論的大討論和研究熱潮，因為拉卡托斯的思想是在融合了波普爾的樸素證偽主義與庫恩的歷史主義的方法論基礎上形成的，他的理論比波普爾樸素證偽主義更適合在經濟學方法論中應用。Chapter two, sometimes is the common topic to civil law scholars, but the studying products fall short of depth and width, so this chapter is governed by the historic overview and comparative method, under the base of examining the development and vicissitude of roman trust notion, probing into why the civil law did n ' t develop and shape the institution of trusts like anglo - saxon jurisdictions, meantime collecting and analyzing the various experiences and lessons from a number of civil law countries, not only including mixed - system jurisdictions ( scotland, quebec ) influenced by common law tradition far - reachingly, but also including the various effects of the trust law codified by pure civil law countries ( liechtenstein, japan, latin american countries ), and the developments of domestic trust in holland and italy under the rectification of the trust hague convention, ad hoc, including the experiences and lessons of non - recognition trust countries ( germany, france, switzerland ) that they had been penetrating into the notions in civil codes, all is intended to " portrayed " the competitive panorama between civil
第二章「信託觀念與民法傳統的沖突和融合」 ：這一主題一直是民法學者探討的核心問題，本部分採取了歷史考察的方法和比較分析的方法，在考察羅馬法中的信託觀念的發展和變遷的基礎上，探討了為什麼民法傳統沒有發展出如普通法系一樣的信託的若干原因，同時一廣泛地涉獵了民法法系各國繼受和發展信託觀念的不同的經驗和教訓，不僅包括深受普通法系影響的混合法系（蘇格蘭和魁北克）在民法傳統的物權法匡架中發展信託的獨特經驗，而且考察了純粹民法傳統的國家（列支敦斯登、日本和拉丁美洲國家以法典繼受信託的不同的效果，以及在1984年《關于信託的法律適用和承認的公約卜v發展國內信託例證?一荷蘭和義大利，更包括了對于沒有接受普通法系信託而在民法典中挖掘信託觀念的德國、法國和瑞十的經驗和問題，並意圖勾畫民法傳統中的信託與普通法系的信託相競爭的全景，介刑」析眾多經驗和教訓i的基礎上為我國《信託法》的發展提供借鑒。According to the documentation collected from domestic and abroad wang wei dong who works in huadong architect and structure institute utilizes the similar work property between the underground continuous wall and pile subjected the vertical loads, and introduces poulos method of elasticity and plastic which applies to pile foundation into the calculation for subsidence of underground continuous wall. pujialiu and yu yuzhou from water and electronic engineering of qinghua university, according to the result of three axes, define the concrete parameter utilize the model of non - linear e - b combined with the design cross section of dam in xiaolangdi, yellow river accept the total stress programme of thepd dam, and we analyze the stress and displacement of plastic concrete diaphragm wall by finite element method in comparison with the result of common concrete one. at same time, we consider the effect of the character of plastic concrete diaphragm wall which is composed of different gradients and adopting the level of stress and pulling stress infers whether the plastic concrete diaphragm wall is safe or not
地下連續墻是一種歷史較短的施工方法，目前，砼防滲墻的設計還是以傳統的設計方法為主，根據查找國內外文獻資料，華東建築設計院王衛東利用地下連續墻與樁在豎向荷載作用下的工作性能有相似性，將適用於樁基的poulos彈性理論引入對地下連續墻的沉降計算中；清華大學水利水電工程系濮家騮、于玉貞根據三軸試驗結果確定混凝土的參數，利用非線性e - b模型，結合黃河小浪底土石壩設計剖面，採用thepd土石壩總應力程序，對深覆蓋層塑性混凝土防滲墻的應力、位移進行有限元分析，並與普通混凝土防滲墻計算結果加以對比，同時分析了不同配比塑性混凝土特性的影響，並採用應力水平和拉應力數值來判斷塑性混凝土防滲墻的安全程度。Faraday ' s theory has better empirical unity compared with franklin ' s theory
與富蘭克林的電流質說相比，法拉第的電磁學理論具有更大的經驗統一性。At first, the experiment carried out by tianjin university has been analysed according to the " nonlinear balance trying calculation " method, and the values of yield load and ultimate load agree with the test result better, and the curve of bending moment - curvature, bending moment - deflection can agree with the results. the second, the simplified formula for evaluation the ultimate flexural capacity of cfrp strengthened rc members is presented according to the three probable failure modes ( compression failure ; cfrp rupture ; crushing of the concrete in compression before yielding of the reinforcing steel ). it is applicable to both singly and doubly reinforced rectangular sections, as well as flanged sections
首先利用鋼筋混凝土非線性平衡試演算法對天津大學試驗進行了理論分析，所得分析值與試驗結果相比，加固梁的屈服荷載、極限荷載能夠很好地吻合，彎矩曲率關系曲線及彎矩撓度關系曲線較為吻合；其次，為了滿足實際工程的需要，根據碳纖維布加固構件可能發生的三種破壞形態（壓區混凝土壓碎破壞、碳纖維布拉斷破壞以及受拉鋼筋尚未屈服時壓區混凝土已壓碎破壞） ，區別三種鋼筋混凝土構件截面形式（單筋矩形截面、雙筋矩形截面、 t形截面） ，分別給出了碳纖維布加固混凝土構件抗彎承載力的簡化計算公式和適用條件，並進一步探討了這三種截面形式下進行加固設計和復核的步驟。In canada, where 4, 000 people are waiting for organ transplants and some go to india or the philippines in the hope of buying body parts, one specialist argues that a regulated system of compensation poses fewer problems than an illicit trade. “ if you have buying and selling taking place in a country, and you can ' t stop it, then it ' s immoral not to regulate the trade, since so much harm occurs in a black market, ” says abdallah daar of the university of toronto, who has visited iran and thinks it may have lessons for others
在加拿大，有4 ， 000人在等待器官移植，他們中的一些去了印度或是菲律賓，希望能買到所需器官.一名專家主張，建立起一個規范的補償系統比非法交易造成的麻煩要少. "如果在一個國家存在買賣活動，而且你無法阻止該活動的存在，那麼不對該買賣交易進行規范就是不道德的了，因為黑市會造成很大的危害， "多倫多大學的阿布達拉.達阿爾說到.他去過伊朗，並且認為那裡的經驗有值得借鑒之處With the input of a vibration acceleration history of subway train, a full dynamic analysis of soil - pile - structure is carried out. the propagation of vibration wave on the ground and vibration responses of the huge platform and the storied buildings are analyzed. some conclusions are drawn as follows : ( 1 ) with the increase of the distance to the vibration source, vibration intensity of the ground decreases ; ( 2 ) the vibration intensity of the ground in vertical direction is slightly larger than that in horizontal direction ; ( 3 ) with the increase of the distance to the vibration source, the situation that the vibration intensity of each building in horizontal direction is maximum at highest and lowest story whereas minimum at the middle story changes gradually to that decreasing with the height of building ; ( 4 ) in vertical direction, the vibration velocities and accelerations at the end points of each story of a building are the nominal identical, which indicates that the vertical vibration of them is unanimous ; ( 5 ) the vibration intensity in vertical direction of a building is larger than that in horizontal direction ; ( 6 ) increasing of the elasticity of track is an effective way to abate vibration of ground and buildings
本文以北京地鐵八王墳車輛段地上超大結構（車輛段大平臺及其上的小區樓房）及其地基基礎為研究對象，在研究和分析有關資料的基礎上，用快速拉格朗日有限差分法軟體flac建立了二維數值分析模型，並以列車振動加速度時程作為模型輸入，進行了地基?樁基礎?地上結構的整體動力學分析，分析了地鐵列車運行產生的振動在地面的傳播規律及其對地上結構的影響，得到了如下結論： （ 1 ）隨著與地鐵線路距離的增大，地面的振動強度有減小的趨勢； （ 2 ）地面豎直方向的振動強度較之水平方向的略大； （ 3 ）隨著與振源距離的增大，在水平方向上，地上各幢樓房的振動強度由底層和頂層的最大、中間層的最小逐漸過渡到沿樓層增高而減小； （ 4 ）在豎直方向上，每幢樓各層端點的振動速度、加速度完全相同，表明樓房各層在豎直方向上的運動狀態一致； （ 5 ）各幢樓房豎直方向的振動強度比水平方向的大； （ 6 ）增加軌道彈性是減輕地面和地上建築振動的有效途徑。分享友人