樓層框架 的英文怎麼說

中文拼音 [lóucéngkuàngjià]
樓層框架 英文
storm frame
  • 樓 : 1 （樓房） a storied building 2 （樓房的一層） floor; storey 3 （房屋或其他建築物上加蓋的一層房子...
  • 層 : i 量詞1 （用於重疊、積累的東西 如樓層、階層、地層） storey; tier; stratum 2 （用於可以分項分步的...
  • 框 : 框名詞（框架; 框子） frame; case
  • 架 : Ⅰ名詞1 （用來放置東西或支撐物體等的東西; 架子） frame; rack; shelf; stand 2 （毆打; 爭吵） fight;...
  • 樓層 : [建築] storey
  • 框架 : [建築] frame; framing; shell frame; skeleton frame; frame mount; trellis; sash; pigsty（e）; rack...
  1. According to some common problems of aseismic design for cement - brick building with ground two - floor frame aseismic walls, the thesis raises opinions such as resonable layout for the ground two - floor frame aseismic walls, shear - resist and bend - resist ability of the transition floors should be strengthened

    就底部兩層框架抗震墻磚房抗震設計的幾個問題，提出底部兩層框架抗震墻體系的合理布置，過渡樓層抗剪抗彎能力應適當增強，以及構造措施等。
  2. Analysizing and comparing various structure scheme, the analysis result leads to that the results from floor deformation for brick masonry building with frame - shear wall structure at first two stories concentrate on the second story and transitional - third - floor. the earthquake response of every first floors, especially the transitional floor brick wall is greatly influenced by the first aseismic wall. however the structure ' s earthquake response is gentlely influenced by the change of the transitional floor ' s thickness

    通過對不同結構方案的分析比較，結果表明，在地震荷載作用下，樓板變形對底部兩層框架抗震墻結構的影響主要集中在二層及過渡層第三層，底部抗震墻的布置對底部各層特別是過渡層磚墻的地震反應有較大的影響，而過渡層板厚的變化對結構地震反應的影響較弱。
  3. Blasting and dismantling of a 5 - floor washing workshop and its washing pool

    五層框架洗煤車間及樓內洗煤澇坑爆破拆除
  4. Planning was essential for the provision of housing in the shenzhen sez in three major aspects. ( 1 ) land use zoning under certain planning concept and in terms of various levels of physical plans governed directly the amount of land to be designed for residential use. ( 2 ) development targets within a specified time frame such as population growth and economic development in different areas determined the amount of housing provision. ( 3 ) various planning standards and regulation controlled the amount of gross floor area of residential building

    計劃在三個方面對在深圳經濟特區提供住房是最基本的. （ 1 ）一定計劃概念下根據不同層次物質計劃的土地使用分區制直接支配設計為居住用途土地的量. （ 2 ）開發對象在某一規定的時間框架以內如不同區域的人口增長和經濟發展決定住房提供的量. （ 3 ）不同的計劃標準和規定控制居住建築的毛樓層面積的量
  5. Definition of the wood - frame - construction house : one kind of frame - construction house, the wall and the floor and the roof of which are made of the structural wood - based panel and the specific timber, distance between each is less than 600 millimeter, jointed by the metal joinsts

    輕型木構小住宅是指：將木基結構板材與間距不大於600mm側立的規格材用金屬件連接成墻體、樓蓋、和屋蓋，並組成框架式結構的住宅，一般為1 ? 3層。
  6. Demolition of a 5 - storey reinforced concrete frame building by blasting

    5層鋼筋混凝土框架樓房爆破拆除
  7. Measurement amp; study of blasting vibration in demolition of high frame building

    高層框架樓拆除爆破振動檢測與分析
  8. Construction in winter of the huhhot financial office that is from the twelfth floor to the top, the concrete was mixed with antifreeze and others, heat was produced by the stove from emitting, during the building was discussed the effective measures were taken to prevent concrete from damaging in the low temperature, and the cost was reduced

    摘要對呼和浩特市財政局辦公樓12層以上框架主體混凝土工程的研究，摻防凍劑和綜合蓄熱法的冬季施工措施，以及在施工過程中的具體控制辦法，降低了造價，保證了混凝土不被受凍破壞。
  9. It is necessary to carry on abnormal design, that is to disposal transfer floor structure where vertical structure changes. upside smaller room and downside larger room to stagger axes of high - rising buildings. or upside shear - wall and downside frame to meet difference of structure systems

    當高層建築下部豎向結構體系或形式與上部樓層差異較大，或者下部樓層豎向結構軸線距離擴大或上、下部結構軸線錯位時，就必須在結構改變的樓層布置水平轉換層結構，進行「反常規設計」 ，將上部布置小空間，下部布置大空間；上部布置剛度大的剪力墻，下部布置剛度小的框架柱，以滿足建築功能的要求。
  10. The project of general hospital has construction area of 21054 square metre, there are 1 store under the ground and 12 stores above, the engineering is the frame structure with 49 meters high. this project honor the state construction engeneering lu ban award

    總醫院門診樓工程:建築面積21054平方米，框架結構，地下1層，地上12層，建築物總高度49米，地下6米，本工程榮獲國家建築工程魯班獎
  11. In this article, we emphasize the optimization of the structure project carefully, and with the engineering of part d of jindu xiangshe ( chongqing ) as instance, discuss the composing constructional elements, constructional character, character of mechanics, stiffness of lateral force resistant, the property of distortion and quakeproof structure. there ' re five chapters in this article. chapter i introduces the development of tall building

    本文著意圍繞結構方案優化這一主題，結合重慶金都香榭d區高層住宅樓工程，對芯筒-框架體系及多筒-框架體系每一種結構體系的構件組成，結構特徵、力學特徵、抗側移剛度、變形性質、耐震性能逐一加以論述。
  12. 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。
  13. It is impossible to solve the story axes stiffness by combination, and it must considering the affection of the stiffness of the gird of the floor

    在高層框架結構中，不能按疊加的辦法來求層軸向剛度，而必須考慮樓層梁剛度的影響。
  14. The floor of the high - rise frame structures is very suppleness when the frame structures subjected to the vertical seismic actions, it is impossible to confirm that each member has the same displacement in the same floor, so it is impossible that the summation of axes stiffness of each vertical member represent the global vertical stiffness of the frame structure

    高層建築框架結構在豎向地震作用下，樓板在豎向剛度是很小的，一般不予考慮，認為相對無限柔性，而梁的剛度也是有限的，不可能保證各豎向構件在同一樓層豎向位移相同，因此不能簡單地用各豎向構件軸向剛度之和來代表結構的總豎向剛度。
  15. The first section of this thesis is mainly on theory, discourses on the necessity, the contents, the methods, the process and the conclusion of architectural programming of space composing in high - rise office building. the thesis also carries on deep research to quantitative analysis and scheme apraising ， provide a set of easily operating method modes ， attempt to establish the system of architectural programming of space composing in high - rise office building, lay a foundation for furthering researching in future

    論文第一部分是理論篇，從高層寫字樓空間組成建築策劃研究的背景、必要性、內容、方法程序、結論等方面論述，同時對量化分析和方案評價兩個部分進行了深入的研究，提供了一套操作性很強的方法模式，試圖建立高層寫字樓空間組成建築策劃的系統框架，為將來進一步深入研究打下基礎。
  16. Because the market factor changes quickly, the concrete instance is not a focal point in the thesis. the core of the thesis is to offer a set of intact and scientific system of architectural programming of space composing in high - rise office building ， and the thesis pays attention to realistic effectiveness of the system, avoids the situation that " method " is good theoretically but with bad actual feasibility

    由於市場因素變化很快，因此論文中具體的實例並不是重點，論文的核心是提供一套完整而科學的針對我國高層寫字樓空間組成建築策劃的研究方法和框架；同時論文很重視整個研究體系的現實可操作性，避免了「方法」在理論上很好而實際可行性很差的情況。
  17. 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。
  18. Mega - frame is composed of mega - frame which is the main structure and floor - frame which is the minor. mega - frame has characteristics of great rigidity, superior property as a whole, clear - cut transmitting mechanism, flexible using space, economical building materials, low prices and high speed of construction and so on. because of its efficiency, flexibility and economization, mega - frame has become one of the most promising structure systems for tall buildings

    巨型框架結構由作為主結構的巨型框架和作為次結構的樓面框架構成，它具有側向剛度大，整體性能好，傳力明確，使用空間靈活，節約材料，降低造價，施工速度快等特點，是一種集高效性、靈活性和經濟性為一體的新型高層建築結構體系，因而成為適合建造高層與超高層建築的最有前途的結構形式之一。
  19. Measurement amp; amp; study of blasting vibration in demolition of high frame building

    高層框架樓拆除爆破振動檢測與分析
  20. Under the guide of the theory frame of architectural programming, combining the knowledge in architecture, real estate studying and statistics ， the thesis researchs on architectural programming of space composing in domestic high - rise office building, scientifically determine the content, scale and interreaction etc. of high - rise office building ， and draw a scientific design reference

    本論文在建築策劃理論框架指導下，通過整合建築學、房地產學、統計學等方面的知識，圍繞著國內高層寫字樓空間組成建築策劃進行研究，從而科學地決定高層寫字樓各空間的內容、規模及相互關系等，制定科學的設計依據。
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