斜臺架 的英文怎麼說
中文拼音 [xiétáijià]
斜臺架
英文
sloping skid-
Application of slant let rigid - framed bridge without abutment
無橋臺斜腳剛架橋的應用Chippendale - style slant - front secretary bookcase inlaid with the initials jfk and a version of the united states seal sold for $ 452, 000
一款齊本德爾式風格的正面傾斜的寫字臺式書架以45 . 2萬美元的價格賣出，這件傢具上鑲嵌著肯尼迪姓名的首字母縮寫jfk和一款美國圖章。A chippendale - style slant - front secretary bookcase inlaid with the initials jfk and a version of the united states seal sold for $ 452, 000
一款齊本德爾式風格的正面傾斜的寫字臺式書架以45 . 2萬美元的價格賣出，這件傢具上鑲嵌著肯尼迪姓名的首字母縮寫jfk和一款美國圖章。Through the analysis of the stratigraphy and sedimentary facies of the research areas, the description model between the stratigraphic framework and deposite environment can be set up firstly by the transition from the " three horizons sandstone with two intercalated limestone horizons ' mn yanshiping area to shale and marl in amdo - zigetang co, and to oil shale in bilong co, then by the transition of the shallow water platform facies to the deep water continental shelf, slope, and to the deep water basin
通過對研究區地層和沉積相分析，建立起一個從北向南由雁石坪地層類型「三砂夾兩灰」過渡為安多?茲格塘錯地層類型泥頁巖、泥灰巖，最後到比洛錯地層類型黑色油頁巖，由淺水臺地相過渡到深水陸棚、斜坡，最後到深水盆地相的地層格架與沉積環境解釋模式。In order to reveal load mechanism and failure mode of thick pile caps, by means of the test of 1 / 4 - scale models of thick pile caps with six piles and post - handling study of 3 - dimensional non - linear finite element adina, this paper points out the shortage, which is that the design of pile caps is carried out by flexural strength in chinese technical code for building pile foundations jgj94 - 94 and american reinforcement concrete building construction code aci318 - 02, promulgates that the failure mode of thick pile caps is punching failure and load transfer mechanism is the strut - and - tie, which is that zones of concrete with primarily unidirectional compressive stresses are modeled by compress struts, while tension ties are used to model longitudinal reinforcement over pile
摘要為揭示厚承臺的傳力機理和破壞形式，通過對4個1 : 5比例的六樁厚承臺的模型試驗研究與三維非線性有限元adina的后處理研究，指出中國建築樁基技術規范jgj94 - 94與美國鋼筋砼房屋建築規范aci318 - 02規范中，承臺以彎曲強度進行配筋計算的設計方法之不足，揭示出厚承臺的破壞模式是沖切破壞，傳力機理是以帶有主要單向壓應力的砼區域作斜壓桿，樁頂區域的縱筋作拉桿的空間桁架。This paper investigates the two interrelated problems from the following two parts : first part, a polar coordinate quasi - geostrophic barotropic model, a cartesian coordinate quasi - geostrophic barotropic model, a quasi - geostrophic baroclinic model, and a quasi - geostrophic barotropic vorticity model under the condition of non - stationary typhoon circulation are designed within the framework of advection dynamics, and systematically dynamic studies on effects of different physical processes on the intensity of typhoons are conducted
研究內容分兩個部分。第一部分，在平流動力學框架內設計了一個極坐標準地轉正壓模式、一個直角坐標中準地轉正壓模式、一個準地轉斜壓模式、以及一個非定常臺風環流條件下準地轉正壓渦度模式，對引起臺風強度變化的不同物理過程進行了較系統的動力學研究。Through the correlation of nww - see and sn, the thickness and limestone intervals of matuo formation gradually increase from west to east. this represent the center of sedimentation is possible located in east of the region. the matuo formation thickness gradually increase and then reduce from north to south
通過北西西?南東爾向和南北向剖面對比，瑪托組地層橫向變化表現為由西往東，瑪托組地層厚度逐漸加大，灰巖夾層也增多，反映當時沉積中心在研究區東部，而由北往南，厚度先逐漸增大，后減小，灰巖夾層增多，由北往南的古地理格架為濱面?碳酸鹽臺地?斜坡環境。分享友人