樓面水平 的英文怎麼說

中文拼音 [lóumiànshuǐpíng]
樓面水平 英文
floor level
  • 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...
  • 面 : Ⅰ名詞1 （頭的前部; 臉） face 2 （物體的表面） surface; top 3 （外露的一層或正面） outside; the ri...
  • 水 : 名詞1 （由兩個氫原子和一個氧原子結合而成的液體） water 2 （河流） river 3 （指江、河、湖、海、洋...
  • 平 : Ⅰ形容詞1 （沒有高低凹凸 不頃斜） flat; level; even; smooth 2 （高度相同; 不相上下） on the same l...
  • 樓面 : [建築] floor樓面板 floorboard; floor plate; 樓面面積 floor area; 樓面系統 floor system
  • 水平 : 1. （跟水面平行的） horizontal;level2. （達到的高度） standard; level
  1. Yuanfeng new building material co., ltd. is one of the biggest thermal insulation material producers in south china with annual output at 2 million square meters. established in 2000, the water - proof roof laminboard, purifying laminboard and other products made by the company are widely used in roof and wall panels for big span structure factory building, exhibition hall, purifying workshop, warehouse, combined house, indoor partition, building top attachment, refrigerator, automobile painting room, refrigeration frame and other buildings

    源鋒新型建材有限公司是華南地區最大的隔熱材料生產廠家之一，年產量達200萬平方米，始創於2000年，所生產的防水屋面夾芯板、凈化夾芯板等產品廣泛用於大跨度結構廠房、展館、凈化車間、倉庫、組合房屋、室內間隔、樓頂加層、冷庫、汽車?漆房、製冷風櫃板等建築的屋頂及圍墻面板等方面。
  2. By 2003, nankai district owns the park with largest area in tianjin shuishang park, totally 14 including changhong park, etc., 52 small pleasance, 1697 greenbelts between buildings in the resident area, 875 vista greenbelts, greenbelts along the bank of rivers of 246, 500 square meters, and 7 virescence square, which make the life of citizens and carving environment improve obviously

    到2003年，南開區有天津市面積最大的公園水上公園及長虹公園等共14個公園小型游園52個居民區樓間綠地1697處，街景綠地875處，河流沿岸綠地24 . 65萬平方米，綠化廣場7個，使市民的生活和創業環境得到顯著改善。
  3. Share the content of the area to include : path of elevator well, conduit well, stair well, rubbish, change between electric room, equipment, communal hallway, corridor, basement, be on duty gatehouse, and what serve for whole is communal the floor area that uses a room with room and management, with the level umbriferous area is calculated

    共有面積的內容包括：電梯井、管道井、樓梯間、垃圾道、變電室、設備間、公共門廳、過道、地下室、值班警衛室等，以及為整幢服務的公共用房和治理用房的建築面積，以水平投影面積計算。
  4. With the diaphragms assumed rigid in their own planes, all the frames sway by the same amount at a given floor level.

    假設各樓板在它們自身平面內為剛性者，在每一給定樓板水平面處所有的框架產生相同的側移。
  5. All types of suites, furniture and fully equipped kitchen, personalized service, 24 - hour security and satellite tv nhk, cnn, espn, dw, etc. one bedroom suites are available with queen - sized bed

    設于酒店二樓的2000平方米的會員制俱樂部會所，配有室內溫水游泳池等全的娛樂服務設施，全面滿足賓客商務社交休閑的需求。
  6. According to the new concrete code, the calculation formula are put forward concerning the load - carrying capacity during construction, the load - carrying capacity of cross - section bending, longitudinal shearing, the inclined - section shearing and part shearing during the application of the continuous composite floor slab, which provide the design proofs for the continuous composite floor slab

    摘要根據新混凝土規范，給出了連續跨壓型鋼板與混凝土組合板施工階段的承載力計算公式及使用階段的正截面抗彎承載力、縱向水平抗剪承載力、斜截面抗剪承載力和局部抗沖切承載力計算公式，為連續組合樓板的設計提供了依據。
  7. Shkp keeps systematic records of previous anomalies and their causes, which helps avoid reoccurrence. professionals from the construction and monitoring teams test over 100 things in new flats including windows, floors, walls, bathtubs, wiring, door hinges and screws, to ensure that everything is up to scratch when the development handed over

    另方面，在業主驗收新樓前，建築及監察部會反覆檢查測試單位每一細節，由窗地板墻身浴缸到電線門鉸螺絲等超過100項，確保質素達到高水平。
  8. Only during very low tide and extra calm sea condition, lau kwo shui can be accessed by foot from kan lau shek

    只有在潮水退至十分低和海面極平靜的情況下，才可從更樓石步行前往難過水。
  9. Against these far stretches of country rose, in front of the other city edifices, a large red - brick building, with level gray roofs, and rows of short barred windows bespeaking captivity, the whole contrasting greatly by its formalism with the quaint irregularities of the gothic erections. it was somewhat disguised from the road in passing it by yews and evergreen oaks, but it was visible enough up here

    在連綿不斷的鄉村原野的襯托下，在那些高樓大廈的正面，有一棟用紅磚蓋的大樓房，樓房上蓋的是水平的灰色屋頂，窗戶上有一排排短鐵欄桿，這表明那兒是囚禁犯人的地方整棟樓房的樣式既呆板又教條，和歌特式建築錯落有致的奇特風格形成鮮明對照。
  10. The height of the landscaped deck i. e. 16 mpd would be similar to the existing star ferry car park, while the highest part of the groundscraper i. e. 50 mpd would be lower than the city hall high block

    園景行人平臺的高度主水平基準面以上16米與現時天星碼頭停車場的高度相若，而"橫向型樓宇"最高部分的高度主水平基準面以上50米則會較大會堂高座為矮。
  11. 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。
  12. Referring to three kinds of plan irregularity, structures individually with four kinds of irregularity as eccentricity in one direction, eccentricities in two directions, re - entrant corner irregularity and diaphragm discontinuity have been analyzed to investigate the relationship between torsion effects and parameters of above irregular structures. the parameters and the schemes for determining the scope of structures with different kind of irregularity considering seismic action in two directions simultaneously are proposed, some conclusions have been get as following : it is indicated by the analysis results that torsion effect has no dependency relation with eccentric torsional angel adopted in code for seismic design for buildings. it is suggested that the eccentric torsional angel should not be take as the parameter of torsion effect of structures considering seismic action in two directions simultaneously ; for the structures with regular plan and elevation and with eccentricity in one direction due to irregular mass layout, the relative eccentricity can be take as the parameter of torsion effect of structures considering seismic action in two directions simultaneously ; for the structures with regular plan and elevation and with eccentricities in two directions due to irregular mass layout, the ratio of relative eccentricities in two directions and the angel of them can be take as the parameters of torsion effect of structures considering seismic action in two directions simultaneously ; it is indicated by the analysis results that the torsion effect has no dependency relation with re - entrant corner ratio adopted in code for seismic design for buildings as

    所取得的主要結論有：結構的扭轉效應與《抗震規范》所採用的扭轉不規則指標即偏心扭轉角之間的相關性較差，偏心扭轉角不宜作為判斷結構是否計及扭轉效應及需考慮雙向水平地震作用的界定指標；對于樓層間均勻偏心的多層單向偏心結構，建議採用相對偏心距作為需考慮雙向水平地震作用的界定指標，並給出針對不同平面尺寸的界限相對偏心距；對于樓層間均勻偏心的多層雙向偏心結構，建議採用兩個主軸方向的相對偏心距及其夾角作為界定指標，結合單向偏心結構的界定方案進行需考慮雙向水平地震作用的結構范圍界定；凸凹不規則結構的扭轉效應與凸凹比例無正相關關系， 《抗震規范》要求所有平面布置不對稱的凸凹不規則結構計及扭轉效應的規定欠妥當，建議凸凹不規則界限值從30改為15 ，只要求分析採用空間模型比較合適； 《抗震規范》關于有效樓板寬度較小的結構需計及扭轉效應的規定很有必要，樓板局部不連續的結構需採用符合樓板實際剛度的計算模型予以分析，可使用相對偏心距（及其夾角）參照單向（和雙向）偏心結構的界定方案，界定樓板局部不連續結構是否需要計入雙向水平地震作用下的扭轉效應。
  13. With the input of a vibration acceleration history of subway train, a full dynamic analysis of soil - pile - structure is carried out. the propagation of vibration wave on the ground and vibration responses of the huge platform and the storied buildings are analyzed. some conclusions are drawn as follows : ( 1 ) with the increase of the distance to the vibration source, vibration intensity of the ground decreases ; ( 2 ) the vibration intensity of the ground in vertical direction is slightly larger than that in horizontal direction ; ( 3 ) with the increase of the distance to the vibration source, the situation that the vibration intensity of each building in horizontal direction is maximum at highest and lowest story whereas minimum at the middle story changes gradually to that decreasing with the height of building ; ( 4 ) in vertical direction, the vibration velocities and accelerations at the end points of each story of a building are the nominal identical, which indicates that the vertical vibration of them is unanimous ; ( 5 ) the vibration intensity in vertical direction of a building is larger than that in horizontal direction ; ( 6 ) increasing of the elasticity of track is an effective way to abate vibration of ground and buildings

    本文以北京地鐵八王墳車輛段地上超大結構（車輛段大平臺及其上的小區樓房）及其地基基礎為研究對象，在研究和分析有關資料的基礎上，用快速拉格朗日有限差分法軟體flac建立了二維數值分析模型，並以列車振動加速度時程作為模型輸入，進行了地基?樁基礎?地上結構的整體動力學分析，分析了地鐵列車運行產生的振動在地面的傳播規律及其對地上結構的影響，得到了如下結論： （ 1 ）隨著與地鐵線路距離的增大，地面的振動強度有減小的趨勢； （ 2 ）地面豎直方向的振動強度較之水平方向的略大； （ 3 ）隨著與振源距離的增大，在水平方向上，地上各幢樓房的振動強度由底層和頂層的最大、中間層的最小逐漸過渡到沿樓層增高而減小； （ 4 ）在豎直方向上，每幢樓各層端點的振動速度、加速度完全相同，表明樓房各層在豎直方向上的運動狀態一致； （ 5 ）各幢樓房豎直方向的振動強度比水平方向的大； （ 6 ）增加軌道彈性是減輕地面和地上建築振動的有效途徑。
  14. An improved distribution method of the horizontal lateral forces to the planar structures and a new one to the structures with torsional responses are presented. the example of the pushover analysis testifies the validity and feasibility of the studied distribution method, and the potentiality of the use of static pushover analysis method to irregular structures is also proved. the capacity spectrum method of the structural performance evaluation is discussed in this paper

    對鋼筋混凝土結構靜力推覆分析（ push ? over ）的研究，主要討論了靜力推覆分析中水平側向力的分佈形式，提出了一種平面結構的改進水平側向力分佈形式和樓層平面出現不可忽略扭轉反應的空間結構的水平側向力分佈方法，並用推覆分析實例驗證了所提出的水平側向力分佈形式的正確性和可行性以及靜力推覆分析適用於不規則結構的可能性，同時也驗證了結構變形控制抗震設計方法的合理性。
  15. Shanghai ifc is a 4 - million - sq. ft. development in the bustling finance and trade zonee in shanghai. the project will contain a world - class shopping mall and offices with state - of - the - art facilities and amenities comparable to ifc in central in hong kong

    該項目位於上海浦東陸家嘴繁華金融貿易區，總樓面面積達400萬平方尺，將包括具世界級水準的商場及寫字樓，配置先進的設備和設施可媲美香港中環國際金融中心。
  16. The developer russia ' s mirax group says the glass - clad towers will have state - of - the - art design features which will protect them against any 9 11 - style terrorist attack

    該大樓的開發商俄羅斯米拉克斯集團表示，大廈用玻璃覆面，整體設計達到最新技術水平，足以抵擋類似911事件的恐怖襲擊。
  17. The developer, russia ' s mirax group, says the glass - clad towers will have state - of - the - art design features which will protect them against any 9 / 11 - style terrorist attack

    該大樓的開發商俄羅斯米拉克斯集團表示，大廈用玻璃覆面，整體設計達到最新技術水平，足以抵擋類似911事件的恐怖襲擊。
  18. The developer, russia ' s mirax group, says the glass - clad towers will have state - of - the - art design features which will protect them against any 9 11 - style " regardless of how many planes hit it, it wo n ' t fall down, " said mirax

    該大樓的開發商俄羅斯米拉克斯集團表示，大廈用玻璃覆面，整體設計達到最新技術水平，足以抵擋類似911事件的恐怖襲擊。
  19. Moreover, the price rebound since october 1998 has only reached the level of november 1995. all these indicated that the property market is still far from a full - fledged recovery

    另一方面，即使樓價自1998年10月反彈，現時的樓價水平只及1995年11月份的水平。
  20. In view of complex and unfavorable surface conditions over the station tunnel, such as house buildings and city roads both of which ca n ' t resist severe shocks or vibrations, it necessitates as small vibrations as possible induced in tunnel construction process and a strict requirement for the surface subsidence amount

    地表處情況復雜，多為抗震性能差的樓房和交通幹道公路路面，對爆破振動和地表沉降要求嚴格。因此，該項技術研究成功將使我國隧道施工技術上升到一個新臺階，達到國際領先水平。
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