結構體 的英文怎麼說
中文拼音 [jiēgòutǐ]
結構體
英文
ped-
These findings are “ a very important result in resolving one of the most difficult problems related to carbon nanotube manufacture for integrated circuits, ” says kang wang, director of the center on functional engineered nano architectonics at the university of california, los angeles
美國加州大學洛杉磯分校功能性改造奈米結構體系專研中心主任王康隆表示,這些發現對解決在積體電路中製造奈米碳管的難題來說,是非常重要的結果。Arcuated built - up system bridges are one of bridge structural styles, which are used extensively at present. on one hand, because of complexity and diversity of this kind of structure, current engineering experiences have not satisfied design requirements no longer. on the other hand, towards this kind of structural system traditional methods simplify complicated structures into planar structures, these methods neglect apparently spatial action among members, especially those primary bearing load members along lateral direction of bridges
拱式組合體系橋梁是目前廣泛採用的一種橋梁結構形式,一方面由於拱式組合體系橋梁結構的復雜性和多樣性,現有的工程經驗已不能滿足設計需求;另一方面對于這種結構體系過去的傳統做法是將復雜結構簡化成平面結構,這種做法顯然忽略了構件之間的空間作用,尤其是沿橋橫向存在主要承力構件。Stability of rock slopes is generally controlled by the structure of rock masses, especially the soft structure surfaces. analysis of rock mass structures is a key to establish geological models and numerical simulation and a foundation to assess the stability of rock slopes. the weak structure surfaces are mainly bedding planes, faults, joints, schistosity plane and contact zones of intrusive bodies. since they are different in genesis and scale, the rock masses are different in features and mechanical intensities. based on the combination of rock structure bodies, 15 basic modes of deformation and failure of rock slope are systematically summarized. the deformation and failure of rock masses actually result from the recombination and rearrangement of these rock bodies. there are 11 types of rock mass structures and various deformation and failure of bank slopes are present in the reservoir area of the three gorge project
巖體結構,特別是軟弱結構面對基巖斜坡變形與破壞具有顯著的控製作用,巖體結構模式分析是建立斜坡地質模型和數學模型的關鍵和評價斜坡穩定性的基礎。巖層層面斷裂構造節理裂隙片理與劈理以及侵入體和圍巖的接觸帶等是控制基巖斜坡穩定的軟弱結構面,這些成因不同大小不一的結構面將巖體分割成性質各異力學強度不均的各種巖體結構體,構成了15種基巖斜坡變形破壞的巖體結構基本模式。不同結構體的重新組合與排列是斜坡失穩的內在原因。The theoretical framework and structure of the chinese modern chorography
的學科理論與結構體系So this base isolation technique has profound prospects. unfortunately there exist definite difficulties in the calculation because of the nonlinear of the base friction force. now, both the equivalent damping method and the numerical calculatin of the vibration response of the base - isolated buildings are frequently used in the calculation of the seismic response of the base - isolated building. however both of them have certain drawbacks. in this paper, the response of the building with base - isolation system is derived by the method of fourier expansion for the friction force and the earthquake response. at the same time, the sliding vibration character of inertia of a single mass structure and the sliding vibration response of a muti - mass structure are discussed. the stable condition of the sliding base isolation system of a structure is given. in the end, two circes of base fixation and base sliding are analyzed by adopting ansys
本文利用對摩擦力和地震響應進行付氏級數展開的方法導出了基底具有摩擦隔震系統的地震反應。同時,文中從研究單質點結構的滑動振動慣性力入手,進而對多質點結構體系滑動振動反應進行探討,分別給出了結構滑動隔震的自身穩定條件。最後,本文利用ansys對基礎固定和基礎滑移隔震兩種工況進行了動力模擬模擬分析,進一步證實了基礎滑移隔規律。Frame columns inset the filler - wall, avoided the influence that the comer of the room columns outstanding to indoorses view and take up the using space. at the same time, this structure has some advantages as the frame structure, such as arranging neatly, comparting easily etc., deeply welcoming by inhabitant and real estates company, is a building structure system that have the vast development foreground and satisfying the request of green building ". current, the reinforced concrete special - shaped columns structu re system lacks the actual measuring data of earthquake damage and the comprehensive aseismic performance of structure system, the structure system not yet is included in the national code, needing the thorough research
鋼筋混凝土異型柱結構體系,採用t形、 l形、十形截面柱代替傳統的矩形截面柱,以輕質材料製作的框架填充墻代替自重較大的粘土磚填充墻;框架柱隱于墻內,避免了屋角柱楞突出對室內觀瞻及佔用空間的影響,同時,又具有框架結構布置靈活、易於分隔的優點,深受住戶及房地產開發商的歡迎,是一種滿足「綠色建築」要求並具有廣闊發展前景的建築結構體系。In this paper, we expound the application and the rational analysis of the displacement monitoring in the slope engineering via the inspecting the stability state of the east slope and. the north cuneiform geological mass in the ore dressing plant, dashan village of dexing copper mine in jiangxi
本文通過對江西德興銅礦大山村選礦廠東部邊坡和北部楔形地質結構體穩定狀況的監測,闡述了在邊坡工程中位移監測的應用及有關分析。Methods of test for masonry units - determination of water absorption of clay masonry damp proof course units by boiling in water
磚石結構體的試驗方法.用水煮沸法對陶土磚石防潮層吸水性的測定Such molecules are known as enantiomorphs or optical isomers.
這種分子被稱為對映結構體或旋光異物體。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
引入短肢墻定義,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)在低周反復試驗中的滯回曲線等主要抗震性能,以作為短肢墻結構體系歸屬定位的依據。The conclusion is that we need a system which can transfer information efficiently, govern bank normatively and incent prudent behavior. it is advisable for our country " s reform of bank regulatory and supervisory system
得到結論:銀行監管的國際經驗是要有一個信息傳導有效的組織結構體系,規范的調控管理體系和審慎行為的風險預警體系。Reinforced concrete masonry shear wall structure is a new type of structure, the theory of computing and analysis for it is juvenility
配筋砌塊砌體剪力墻結構是一種新型的建築結構體系,其內力分析和計算理論還較不成熟。Those of multi - span, middle - length ( about 25 - 40 metres ) are of large percentage among advanced bridges. simply - supported girder bridges with continuous decks are inferior to those of continuous girders because their decks crack easily. owing to the complex construction of continuous girder bridges, which is laboursome and time - consuming, people have been thinking about an approach to combining the advantages of the two so as to speed up the building and reduce the work procedures
在高等級公路橋梁中,多孔中等跨徑(跨徑在25 40米左右)的橋梁占很大的比重,橋面連續的簡支梁結構體系由於存在橋面容易開裂等缺點而在與連續梁結構體系的競爭中常常處于下風。What are the main difficulties of the text ? lexis ? syntax ? sentence structure ? style
文章主要的難點是什麼?詞匯?語法?句子結構?體裁?Thus, it is necessary to do researches on the seismic and economical property of rc structure system of multistory residence
因此,研究多層住宅鋼筋混凝土結構體系的抗震及經濟性能具有一定的實際應用價值。Abstract : a conclusion has been proved indelail that only if the na tural frequency k of a symmetric structure is nota duplicate root, the vibra tion mode of the strusture must be symmetrical orantisymmetrical. this conclusio n is advantageous to simplify the structural dynamicanalysis and pratically usef ul
文摘:給出了有關對稱結構體系的動力特性的一個結論:對稱的結構振動體系,對應于任一非重根的自振頻率,其主振型必定是對稱的或反對稱的.並給出了詳細的證明.應用這個結論,有利於對稱結構動力分析的簡化,具有實用價值The large - span annular open - web cable truss structure is a new type of tensile structure based on cable dome. especially it is suitable for awning structures of palestra. little research work on this type of structure has been done abroad, and at home the research is blank
大跨度環形空腹索桁結構體系是繼承于索穹頂結構、近年來才出現並應用於實際工程的新型結構體系,具有顯著的特點,特別適合應用於體育場的罩棚結構。Pretensioned space lattice structure is a new kind of space structure which develops very fast in recent years. through taking the pretensioning with tendon, the space lattice structure could effectively improve the weight of bearing, control the distortion of the structure, minimize the cost of the engineering
拉索預應力空間網格結構是近幾年發展比較快的新型空間結構體系。在空間網格結構中通過拉索引入預應力,能夠有效地提高結構承載力。控制結構變形,降低工程造價。In fact, the ssc approach can be used to detect structural changes and quantify modal relations
事實上,本法可以用來檢測結構體的變化。The sustentation fund from hunan province ’ s building project ( research on the design analytical method of structural system of reinforced concrete special - shaped columns ) is received in the process of the paper ’ s study
本課題得到湖南省建設科技項目(鋼筋混凝土異形柱結構體系分析設計方法研究)的資助(湘建2002 - 576 - 50 ) 。分享友人