樓層柱 的英文怎麼說

中文拼音 [lóucéngzhù]
樓層柱 英文
storeypost
  • 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...
  • 樓層 : [建築] storey
  1. Many most attractive and enthusiastic women also commit suicide by stabbing, drowning, drinking prussic acid, aconite, arsenic, opening their veins, refusing food, casting themselves under steamrollers, from the top of nelson s pillar, into the great vat of guinness s brewery, asphyxiating themselves by placing their heads in gas ovens, hanging themselves in stylish garters, leaping from windows of different storeys

    有用匕首刺胸口的，有自溺的，服氫氰酸附子或砒霜的，割動脈的，絕食的，縱身投到蒸氣碾路機輪下的，從納爾遜紀念柱頂上跳進吉尼斯啤酒公司那巨大酒桶里的，還有把頭伸到煤氣灶底下氣絕身死，用時髦的襪帶自縊，或從各層樓窗口跳下的。
  2. The preceding example shows that the columns have a point of inflection within the height of each storey.

    前面例題說明在每一層樓的高度內諸柱有一拐點。
  3. Based on fem analysis software ansys, a cylindrical latticed dome of an aerodrome is analyzed as an example. the progress of load - displacement for the whole structure - - cylindrical latticed dome & columns is record

    本文利用結構分析軟體ansys ，以某機場航站樓單層柱面網殼結構為例，追蹤了柱面網殼+支承柱這一整體結構的荷載-位移全過程。
  4. The works comprise mainly painting or installation of cladding or tiles on ceilings, walls, columns, floors, staircases and railings ; renewal of lighting system ; replacement of existing railing by stainless steel railing ; planting works and associated planter boxes and water points installation

    工程主要包括在天花板墻身柱樓梯及欄桿髹漆或加上鋁版覆蓋層或鋪磚塊更新照明系統以不銹鋼欄桿代替現有的欄桿栽種植物以及安裝附連的花盆和澆水位。
  5. The room is circular and sound proof once the doors are closed, and with the soft couches, huge projection tv and dimmed lights, residents will find themselves in an exclusive private theatre. other amenities at the harbour green club will include an outdoor crystal swimming pool and indoor heated pool, indoor and outdoor whirlpools, michelin 3 - star banquet hall, all - inclusive gym and space for table tennis, games, reading, billiard, cards and more

    整個住客會所樓高兩層，其中游戲室安裝了最新最受歡迎的wii游戲機，配備大型lcd電視而" cylinder "電影院則以圓柱形設計，並有隔音設備，配以可調較的燈光效果，以及舒適的軟座，讓觀眾足不出戶，即可享受私人電影院的樂趣。
  6. Each netizen expert, the building that i live is 8 buildings, 1, 2 buildings are office business place, first floor place belongs to an unit to add floor, bearing in first floor aluminium is worn into travel burrow on column bridge, answer construct an office room, most lower level serves as a garage, and the earthy layer that also dug 1 meter toward subterranean reopen, is this excuse me influential to our building

    各位網友專家，我所居住的樓房為8層建築， 1 、 2樓為辦公營業場所，一樓所屬單位為了增加樓層，便在一樓承重柱樑上進行打洞穿鋼精，答建一層辦公場所，最下層作為車庫，而且也往地下再開挖了1米的土層，請問這對我們的建築物有影響嗎？
  7. The eye was, for a long time, wholly lost in this labyrinth, where there was nothing which did not possess its originality, its reason, its genius, its beauty, - - nothing which did not proceed from art ; beginning with the smallest house, with its painted and carved front, with external beams, elliptical door, with projecting stories, to the royal louvre, which then had a colonnade of towers

    久而久之，目光深深陷入這迷宮里，把您也看得出神了，在迷宮里，從那門面雕梁畫棟、外部屋架木頭結構、大門扁圓、樓層懸垂的最末等的房舍，直至當時塔樓如列柱林立的富麗堂皇的盧浮宮，無一不是匠心獨運，合情合理，才華橫溢，美不勝收，無一不是藝術的結晶。
  8. In the third chapter, the mathematical models of project system have been established, and simulation has been done on the simulink enviroment of matlab software kits. the simulation focus on the effects of main parameters on the dynamic characteristics of speed control system, and the main parameters include viscosity damp coefficient and friction torque of electrical motor shaft, internal leakage coefficient of pump / motor of hydraulic circuits, gas volume of pressure accumulator, viscosity damp coefficient of cylinder piston and different running building floors, etc. at last, theoretical research effects of the flow and pressure pulsation of pump / motor on car speed and oil volume leakage theory are discussed. the fourth chapter of this thesis concerns the research on the key items about hydraulic power control system according to the ens 1 - 2 and other hydraulic elevator standards

    論文第三章針對組成系統的各個模塊進行了機理建模，並且通過matlab軟體中的simulink圖形化模擬環境進行了本課題系統的模擬研究，主要針對影響系統特性的主要參數變化，動態分析系統的輸出特性，在上下行工況中，分析了電機軸系粘性阻尼系數、軸系摩擦力矩、主迴路蓄能器迴路液壓泵馬達內泄漏系數、蓄能器氣體容積、液壓缸柱塞粘性阻尼摩擦系數以及不同運行樓層工況等參數對系統特性的影響；最後對軸向柱塞泵馬達的流量壓力脈動對電梯轎廂速度的影響和蓄能器內油液體積損失機理進行了理論研究。
  9. The research object in this text is the actual project - - the mansion of yatingyuan ( 40 layers above the ground, 125. 4 meter high ). the structure - design is by satwe and the analysis of the structure dynamic characteristic and earthquake response by sap2000, whose calculation models are set up according to the actual size of the structure. in satwe, the analysis model of beam and column is simulated by frame - element, slab is plane - element, shear - wall is wall - element and slab is infinitely rigid in the internal and zero in the external ; in sap2000, beam and column is frame - element, slab and shear - wall is shell - element and slab is elastic floor

    本文以實際工程項目? ?雅庭園商業中心大廈（地面以上40層，建築總高度為125 . 4米）為研究對象，結構設計採用satwe ，結構的動力特性和地震反應分析採用sap2000 。結構satwe和sap2000分析的計算模型均按結構的實際尺寸建立， satwe分析模型的樑柱採用桿元模擬，樓板用薄壁殼元模擬和剪力墻用墻元模擬，樓板平面內無限剛、平面外剛度為零； sap2000分析模型的樑柱採用桿元模擬，樓板和剪力墻用殼元模擬，樓板為彈性板。
  10. It ' s an ideal structural system and has multi - earthquake resistance ability because of a great deal of slabs removed in floors above the transfer - story amended the lateral stiffness of the stories near the transfer - story. based on the available references, the five - spring line element, the three - spring line element and the multiple vertical - line - element model are introduced to model special column, beam and shear - wall, the relevant stiffness matrixes are deduced and the restoring - force models are gaven to deep into the elasto - plastic seismic characteristics of the structure. acording to the results of shaking table test and elastic finite element analysis, a new making model melhod is presented in which uses the linear and the nonlinear element and the assumption that the floor is infinitely rigid in different areas

    為進一步研究這種復雜高層建築結構的彈塑性性能，本文在國內外現有研究的基礎上，提出利用五彈簧桿元、三彈簧桿元及多豎線單元模型分別模擬空間柱、梁和剪力墻，推導了相應的剛度矩陣並給出了恢復力模型；結合試驗研究和精細有限元分析的結論，提出線性和非線性單元相結合，剛性樓板假定和彈性樓板相結合的建模方法，較好地解決了空間結構彈塑性分析中佔用計算機資源較多的問題；接力大型有限元分析程序? ? ansys ，在上述建模思路的指導下建立了結構的空間非線性分析模型，進行了空間三維彈塑性時程分析。
  11. 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。
  12. The thesis verifies the availability of ductility detailings of elements prescribed by code through comparing the actual rotation capability of both ends of columns and beams obtained from inelastic dynamic analysis and the maximal rotation capability which columns and beams can possess through adopting the detailings in the code

    本文通過對分析所得的梁、柱端實際塑性轉動和採用規范構造措施后的構件可能具有的轉動能力進行對比檢驗了規范構件延性構造措施的有效程度；並再次確認了柱截面尺寸沿高度收小（變截面）以及當頂部樓層柱軸壓比小於0
  13. Qi - lou : " a kind of building form, lies in the rainy and torrid south area, it makes a part of the ground floor into colonnade for walk and shield from rain and sunlight

    騎樓： 「南方多雨炎熱地區臨街樓房的一種建築形式。將下層部分做成柱廊或人行道，用以蔽雨、遮陽、通行，樓層部分跨建在人行道上。 」
  14. In the lexicon, arcade - house is an architectural form of a storied building adjacent to streets in rainy and torrid south area their underside parts are the colonnade or the sidewalk in order to avoid rain and overshadow and pass by, and their floor parts are over the sidewalk

    「騎樓」在《辭海》中的解釋是： 「南方多雨炎熱地區鄰街樓房的一種建築形式，將下層部分做成柱廊或人行道，用以蔽雨，遮陽，通行，樓層部分跨建在人行道上。 」
  15. 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。
  16. Based on the analysis of bearing characteristic of the staggered truss system, a simplified calculation model of staggered truss structure under vertical loads or lateral loads is presented. after that, according to the simplified calculation model, iterate method for calculating internal forces of vierendeel staggered truss structure under vertical loads and a method for calculating member forces and lateral deflection of structure is provided. at last, a method for calculating effective - length factor of column is provided by analyzing the effect of restraint of column ends, other columns in same story and neighboring story on effective - length of columns

    通過對交錯桁架結構體系受力特點的分析，確定了在豎向荷載和水平荷載作用下交錯桁架結構體系的簡化計算模型；然後，根據計算模型，提出了豎向荷載作用下空腹交錯桁架結構的內力迭代計算方法以及水平荷載作用下交錯桁架結構的內力和側移計算方法；最後，通過分析柱端約束、同一樓層其它柱子以及相鄰樓層柱子的影響，給出了柱子計算長度系數的計算方法。
  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. The floor rested on a system of steel trusses connected between the external columns and the reinforced steel core, leaving out the need for any interior column

    大廈內各樓層由鋼造的桁架組成，由於鋼架連接外柱與鋼筋核心，因而無須興建內柱。
  19. In these examples, the results indicate that moments of every floor are very close, and each story obviously has an inflection point except ground floor in ordinary frame under the concentrated load. the moments get larger from top floor to ground floor, and the columns of ground floor and side columns of the stories close to the top floor do not have inflection point in ordinary frame under the trigonometry load or uniform load

    結果表明，無轉換層時，頂點集中荷載下，各樓層的彎矩非常接近，除底層外，每層都有明顯的反彎點;而在倒三角荷載或均布荷載下，各樓層彎矩由上至下逐漸變大，接近頂端幾層的外柱和最底層柱均沒有出現反彎點。
  20. Verandas in guangzhou usually have two to four floors. while the upper floors serve for residential purpose, the first floor houses a backside business store and front side colonnades

    而廣州的騎樓建築多數為2到4層樓，樓下的前方為騎樓的柱廊，後方為店鋪， 2層以上則是居住之用的住宅。
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