a-shaped frame 中文意思是什麼

a-shaped frame 解釋
形架
  • a : an 用在以母音音素開始的詞前〉 indefinite art 1 〈普通可數名詞第一次提到時，冠以不定冠詞主要表示類...
  • shaped : （麵包）模的；模製的
  • frame : n 1 機構；組織；系統。2 結構，框架，構架，骨架，骨骼。3 體格，身軀。 4 精神狀態，心情。5 【園藝】...
  1. 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。
  2. Due to the requirements of complex configuration of spatial curved surfaces and of continuity of fiber laying have becoming a difficult problem in cad technology for bicycle body frame of hybrid fibered compound material with multi - branch special shaped entire - body and sections of hollowed thin wall

    摘要對于多分支整體異形空心薄壁斷面混雜纖維復合材料自行車車架，由於復雜的空間曲面構形和纖維鋪設連續性要求成為其cad技術難題。
  3. The glockenspiel used in marching bands is made up of a set of steel bars set in a lyre - shaped frame, while the modern orchestral glockenspiel is made up of two rows of steel bars, arranged roughly like piano keys

    在軍樂隊里，定了音高的鐵片是架在一個抱琴形狀的鋼架上。但在現代管弦樂隊里的鐵片琴，鐵片則排列成兩行，如鍵盤樂器中的黑子白子一般。
  4. This paper related to a practical project that a high school is big bay building with teaching, experiment and studying, aim at the higher seismic fortification criterion region ( 8 degree of seismic fortification intensity ), aseismic disadvantageous building site ( iii type site ), and the building loading much ( the building " self - weight is over the 9. 0 kn / m2 ). compared to r. c. rectangle columns, studying the aseismic performance of the r. c. special - shaped columns pure frame structure, the r. c. special - shaped columns frame - truss structure and the r. c. special - shaped columns frame - shear wall structure

    本文，結合某中學大開間教學實驗綜合樓的具體工程，就抗震設防烈度較高地區（ 8度）和抗震不利的建築場地（類場地） ，並且建築物所受荷載較大的情況（建築物自重超過9 . 0kn m ~ 2 ） ，通過與矩形柱分析比較的方式，研究了異型柱純框架結構、異型柱框架-桁架結構，以及異型柱框架-剪力墻結構的抗震性能。
  5. A new type of structure, special - shaped column frame with bottom rectangle columns is suggested in this thesis. this structure is an important advancement of the frame structure system of the light dwelling house with special - shaped columns

    本文提出了一種新的結構型式? ? 「底部矩形柱上部異形柱框架」結構體系，該結構是異形柱框輕結構體系的重要發展。
  6. The first set, " a gift of love - bear in mind ", is a lovely teddy bear magnet keyring which you can pose on the corner of a metallic photo frame with a heart - shaped centre

    Shopthrupost . hk ）訂購。 「愛的小熊銘記於心」禮品包內有雙用途小熊磁貼匙扣連金屬相架，相架中空位置呈心型，實屬情人節送禮精品。
  7. Lui seng chun reflects the neo - classical style which is characterized by a square - shaped frame and a row of decorative balustrades in front

    雷生春表現了新古典建築風格，這可從其方型框架及其上的欄桿裝飾得見其建築特色。
  8. By analysis of the transfer function and modal shape, we can draw a conclusion that this system is different from the common frame structure and even different from other types of structure with special - shaped columns. so the necessity of the studying has been verified

    通過對傳遞函數的分析以及對模態振型的回歸計算，找到了該結構體系由於其特殊的施工方式和構造措施與一般框架結構體系及異形柱填充墻體系相比所具有的特點。
  9. Research has been done on the calculating methods of lateral stiffness and bearing capacity of the frame. according to experimental studies, finite element analysis and theoretical analysis, it develops to calculate lateral stiffness of frame with special - shaped columns of greater height - width ratio by using frame with rigid zones, and considering shear deformation of beam and columns. without considering the torsion of the whole structure, assuming the special - shaped column in the rc frame is flexural failure under uniaxial eccentricity force, putting forward the calculation method of flexural strength of special - shaped columns and the shear strength in a story for r. c

    對異形柱框架分別按普通框架和壁式框架進行分析，並與空間有限元分析結果和試驗結果進行比較，提出了異形柱框架結構側向剛度的計算方法；在整體結構不產生扭轉且異形柱為彎曲破壞的假定下，提出了異形柱的受彎承載力及受剪承載力計算公式；提出了根據異形柱框架結構的破壞機構確定其樓層受剪承載力的方法。
  10. Special - shaped column frame, its seismic behavior is studied and a new dissipating - seismic - energy structure, r. c. special - shaped column frame with viscoelastic friction damper ( f - ved ) is proposed and studied. a three - dimension solid element model is established for a special - shaped column frame to study its seismic behavior and time history responses under earthquake, some conclusion is drawn about its characteristics of force and displacement under horizontal earthquake action

    為了進一步推廣和擴大異型柱框架結構的應用范圍，本文對異型柱框架結構在水平地震作用下的受力特點和抗震性能進行了研究，並提出在異型柱框架中設置粘彈性?摩擦阻尼器（ viscoelastic - frictiondamper ，簡稱f - ved ） ，對其進行了水平地震作用下的減震控制研究。
  11. Special - shaped columns frame is a popular structure and will be widely used in house buildings. but because much higher stress exists in the discontinues parts and corners of the cross section, and the severe destruction under earthquake happens to the r. c. special - shaped column frame, the design and usage of the r. c

    異型柱框架結構是目前住宅建築中頗受歡迎的一種結構形式，具有很廣泛的應用前景，但由於異型柱截面的陰角陽角部位存在應力集中現象，地震時破壞較嚴重，各地對異型柱框架結構的設計和使用進行很嚴格的控制。
  12. Under the horizontal earthquake action and wind force, aim at " the pure frame structure with rectangle columns ", " the pure frame structure with special - shaped columns ", " the frame - truss structure with special - shaped columns " and " frame - shear wall structure with special - shaped columns ", earthquake action analysis was done by the spacial finite element method through the changes structural parameter. analyzing systematically " structure vibration mode ", " vibration period ", " structure lateral rigidity ", " seismic action force ", " seismic response force ", " floor seismic shear force ", " lateral horizontal displacement of structure " and " members internal force ". results indicate : ( 1 ) based on equal area, the special - shaped columns replaced the rectangle columns, the structural lateral rigidity enlarges, the lateral displacement minishes obviously, the earthquake response increase slightly, the biggest increasing amount of frame columns axis - compress ratio is smaller than 0. 08. the whole aseismic performance of structure has improved ; ( 2 ) when the section ' s length and section ' s thickness ratio of special - shaped columns is smaller than 3. 6, the structure benefits to resist seismic action ; ( 3 ) the angle of horizontal seismic action with the whole coordinate is 0 degree, structure earthquake response is bigger, belonging to a control factor of structure aseismic design ; ( 4 ) the frame - truss structure with special - shaped columns and the " a " - brace has the biggest lateral rigidity ; ( 5 ) the frame - shear wall structure with special - shaped columns have bigger lateral rigidity and smaller displacement, members internal force enlarged just rightly, have much superiority of resisting seismic action ; ( 6 ) in the higher seismic fortification criterion region ( 8 degree of seismic fortification intensity ), aseismic disadvantageous building site ( iii type site ), adopting special - shaped columns structure system, should reduce possibly the building ' s self - weight in order to reduce the earthquake response ; ( 7 ) the response spectrum method of computing seismic response and the time - history analysis method have similar analysis result

    西安理工大學碩士學位論文在水平地震作用下，並考慮風荷載組合，分別對「矩形柱純框架結構」 、 「異型柱純框架結構」 、 「異型柱框一析架結構」及「異型柱框-剪結構」等四種結構體系，通過改變結構參數，運用空間有限元方法，進行地震作用計算。系統地分析研究「結構振型」 、 「振動周期」 、 「結構側向剛度」 、 「結構地震反應力」 、 「樓層地震剪力」 、 「結構側向位移」 、 「層間位移角」 ，以及「構件內力」 。結果表明:在等面積原則下，異型柱代換矩形柱后，結構剛度增大，側向位移明顯減小，地震反應力略有增加，框架柱軸壓比最大增幅小於8 % ，結構整體抗震性能有所提高;當異型柱肢長肢厚比小於等於3 . 6時，結構有利於抗震;水平地震作用力與整體坐標夾角為0度時，結構地震作用效應較大，屬結構設計的控制因素之一;異型柱框一析架結構採用「人」字斜撐，側向剛度大於「八」字斜撐和「人一八」字混合斜撐;異型柱框一剪結構側向剛度大、位移小，構件內力增大適中，是一種抗震性能優越的結構體系:在抗震設防烈度較高地區（ 8度）和抗震不利的建築場地（ m類場地） ，採用異型柱結構體系時，應盡可能減輕結構自重，降低地震作用力;分別採用「振型分解反應譜」法和「時程分析」法進行地震作用計算，兩種方法所得結果基本一致。
  13. Modern designed steel cabinet built up with welded rectangular steel tubes. swing away control panel mounted on a tubular steel arm. heavy duty machined u - shaped frame for the roll assembly

    現代設計的櫃式結構是由角鋼焊接而成。搖臂式控制面板由管狀鋼架支撐。輥組件置於堅固的u型鋼結構中。
  14. After studying a lot of research papers on special - shaped column and short - leg shear wall structure, i select a typical short - leg shear wall residence structure in hefei. rectangle frame, special - shaped column and short - leg shear wall structure are designed respectively by use of pkpm software according to the present design code

    因此通過調查研究，選擇合肥某住宅小區典型的短肢剪力墻住宅結構為研究對象，根據現行的建築結構設計規范，利用pkpm系列軟體，分別設計成普通矩形柱框架、異形柱框架和短肢剪力墻結構。
  15. A new and proper finite element model for special shaped frame structure analysis is presented. the 3 - dimension bar element is introduced in this paper

    結構整體分析中的梁單元和柱單元採用了空間三維桿單元，可更為真實地反映出結構的受力狀態。
  16. By means of these methods, programming becomes easier. a new and proper finite element model for special shaped frame structure analysis is presented. the 3 - dimension bar element is introduced in this paper

    本文對于異形柱框架結構中的梁單元和柱單元採用了空間三維桿單元，可更為真實地反映出結構的受力狀態。
  17. The special - shaped column frame structure, as a new structure system, internal force and displacement are different from that of the rectangular column structure. based on the behavior of special - shaped column, this dissertation deduce story lateral stiffness and element stiffness

    異形柱框架結構作為一種新型結構體系，要對其進行準確的內力及位移分析，關鍵在於建立合適的力學模型，及其在該模型下的結構剛度問題。
  18. There are many researches on the special - shaped columns, but less on the r. c. frame with special - shaped columns. the seismic design of the frame is a force - based seismic design method, while the displacement - based seismic design of the frame remains blank and unsolved, and the latter will be the main seismic design method for the future

    目前國內外研究者對異形柱構件抗震性能的試驗研究較為深入，對異形柱框架結構的試驗研究則相對較少；對異形柱框架結構基於力的設計方法的研究較多，對基於位移的抗震設計方法的研究則尚屬空白，而後者代表了未來結構抗震設計的發展方向。
  19. Data types 0 it shall be possible to represent a large range of data types, both with natural and synthetic origin, as well as any combination of these data types, e. g. still pictures, frame - based as well as arbitrarily shaped video, specific and generic 3d models, graphics, text, natural and synthetic audio, natural and synthetic speech, etc

    數據類型:應能夠表示各種不同的數據類型，包括自然的和合成的，也包括兩者的組合.如:靜止圖像，其于幀的視頻，任意形狀的視頻，專用的和通用的3d模型，圖形，文本，自然聲音和合成聲音，自然語音和合成語音等
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